Brentwood City Council
July 25, 2023

From: Hagen, Jennifer
To: =yCouncil Members
Subject: Costco Public Record
Date: Tuesday, July 25, 2023 9:39:50 PM
Attachments: Brentwood Costco TIA Appendices.pdf
9_Costco Brentwood_PSR Checklist.pdf
Please accept the following two documents into the public record for Item F.1 Jennifer
Jennifer Hagen, Senior Planner
Community Development
150 City Park Way
Brentwood, CA 94513
Phone: 925.516.5135
Fax:
[email protected]
Title: Like us on facebook
Appendix A - SOW
Kittelson & Associates, Inc.

MEMORANDUM
Costco Wholesale is proposing to construct a wholesale retail facility with a fuel facility in Brentwood, CA along Lone Tree Plaza Dr (project). Kittelson & Associates, Inc. (Kittelson) staff met with the City of Brentwood traffic engineer Steven Kersevan and City of Antioch engineering staff, Carl Thompson and Charmine Solla, to develop this transportation impact analysis (TIA) scope of work for the project. The communication with staff at both agencies included discussion of the potential study area, data sources for trip generation estimates, trip distribution, and analysis methodologies.

This memorandum documents the scope of work for the TIA based on Kittelson’s review of the Contra Costa Transportation Authority (CCTA) Transportation Analysis Guidelines (adopted in 2020) and our discussions with agency staff.

Project Background
Costco Wholesale is proposing to construct an approximately 152,000-sf wholesale retail facility located along Lone Tree Plaza Dr. The existing site is vacant with the Lone Tree Plaza shopping center to the north, which includes several retail businesses and restaurants such as Trader Joe’s, MOD Pizza, Starbucks, In-NOut Burger, Kohl’s, and Home Depot. The Costco warehouse site will be constructed on land directly south of the shopping center. Surface parking will be provided with 780 standard parking stalls and 68 electric vehicle stalls for a total of 848 parking stalls.

Traffic Operations Analysis
Data Collection
Kittelson will collect intersection turning movement counts at 14 study intersections (listed later in this document) during the weekday PM peak period (4:00-6:00 PM) and Saturday midday peak period (11:00- 2:00 PM). In addition, Kittelson will collect total site trip data at the existing Costco location in Antioch to inform our development of trip generation rates for the project.

Traffic Operations Analysis Methodology
Kittelson will use Synchro traffic analysis software for assessing signalized and unsignalized intersection performance using Highway Capacity Manual (HCM) 6th Edition methodologies. The traffic study of the proposed development will include an evaluation of the following features of traffic operations:
155 Grand Avenue, Suite 505
Oakland, CA 94612
P 510.839.1742
August 1, 2022 Project# 26600
To: Steven Kersevan, City of Brentwood
Carl Thompson, City of Antioch
From: Amy Lopez, Michael Ruiz-Leon
RE: Brentwood Costco Wholesale Retail Facility
Subject: Transportation Impact Analysis Scope of Work
August 1, 2022 Page 2
Transportation Impact Analysis Scope of Work Project #: 26600 Kittelson & Associates, Inc.
• Level of service and control delay for signalized and unsignalized study intersections • Volume-to-capacity (v/c) for signalized intersections along Lone Tree Way • 95th percentile queues at study intersections and project site driveways • Signal warrants #1 and #2 for unsignalized study intersections (existing conditions scenario) • Signal warrant #3 for unsignalized study intersections (all scenarios) Trip Generation & Distribution
Kittelson will estimate project trip generation using data previously obtained at existing Costco locations.

While the Institute of Transportation Engineer’s Trip Generation Manual does offer trip rates for a Discount Club land use (ITE Land Use Code 857), field data collected at other Costco locations has shown that Costco Warehouses typically generate higher traffic volumes than other land uses with similar building sizes.

An overview of weekday PM and Saturday midday peak hour trip generation characteristics is provided below based on data collected at Costco Wholesale locations containing Costco gas stations throughout the western region of the United States. The rates shown for the sites include the gas station as part of the calculated trip rate. In addition to the driveway trip rates, customer survey information has been included to provide the percentage of primary, pass-by, and diverted-linked trips, as further described below. • Primary Trips (an entirely new trip on the roadway system for the express purpose of driving to and from Costco)
• Pass-by Trips (existing trips that are on roadways adjacent to the site, which allow the motorist to turn into the Costco development and then continue to their ultimate destination when their shopping is concluded)
• Diverted-Linked Trips (existing trips on nearby roadways in which the motorist decides to drive outof-direction for a distance to shop at Costco; and when their shopping is concluded, continue on their trip to the ultimate destination)
Trip Generation Data
Kittelson has conducted trip generation studies at Costco sites located across the western region of the United States using industry standard engineering practices consistent with guidance within the Institute of Transportation Engineers (ITE) standard reference, Trip Generation Manual, 11th Edition. These cordon surveys were conducted between 2010 and 2021 and include surveys of 22 Costco Warehouses with fuel centers in California, Oregon, Washington, Montana, Utah, and Colorado. The Costco Wholesale buildings surveyed range in size between 120,000 square-feet and 162,115 square-feet, with an average size of 143,782 square-feet. The trip generation rates are correlated to the overall warehouse size regardless of the number of fueling positions. Table 1 summarizes the average trip rates recorded.

August 1, 2022 Page 3
Transportation Impact Analysis Scope of Work Project #: 26600 Kittelson & Associates, Inc.

Table 1: Average Trip Characteristics for a Costco Warehouse with Fuel Station Land Use
Weekday
Daily Trip
Rate
(per KSF)
Weekday PM Peak Hour of
Adjacent Street Traffic Trip Rate
(trips/1,000 square feet)
Weekend Midday Peak
Hour (trips/1,000 square
feet)
Total In Out Total In Out
Costco Warehouse with Fuel
Station 99.38 8.37 47% 53% 11.17 49% 51%
Primary Trips No Data 52% 59%
Pass-by Trips No Data 28% 21%
Diverted Trips No Data 20% 20%
ITE Land Use 857 (Discount
Club) 42.5 4.19 50.0% 50.0% 6.37 49% 51%
Source: Kittelson & Associates, Inc., 2022
Table 1 presents average trip characteristics for a Costco warehouse with a fuel station. Kittelson will incorporate data to be collected at the Antioch Costco location to develop trip generation rates for the project. We will submit for City of Brentwood review a technical memorandum on trip generation at Costco warehouses with further detail about the development of the specific trips rates to be used to analyze the project.

Trip Type Considerations
The previously surveyed Costco buildings are situated in a variety of locations, some adjacent to freeways/arterials, while others are located a couple of blocks away. This variation in warehouse locations results in differences in diverted and pass-by trips between locations. For example, sites adjacent to major arterial roadways tend to exhibit a higher percentage of pass-by trips and a lower percentage of diverted trips. Similarly, Costco facilities located a block or two away from a freeway tend to experience a higher percentage of diverted trips. Given these factors, diverted and pass-by trips should be considered together with engineering judgment used to identify how these two trip characteristics should be applied.

Proper accounting of the diverted trips within the analysis models should include the impacts associated with these trips at the study area intersections. However, it should be noted that these trips do not create similar system capacity or environmental impacts as new trips to the system because these trips generally provide no impact beyond the study area.

Trip Distribution
Trip distribution will be developed based on proprietary Costco membership data. We will coordinate with City staff to factor in locally known travel patterns in this area of Brentwood and Antioch.

Deliverable: Trip Generation & Distribution Technical Memorandum Reviewer: City of Brentwood
August 1, 2022 Page 4
Transportation Impact Analysis Scope of Work Project #: 26600 Kittelson & Associates, Inc.

Study Locations
Intersections List. Potential study intersections identified for consideration are listed below and shown in Figure 1 at the end of the memo. Intersections have been selected based on conversations with the City of Brentwood and City of Antioch staff.

1. Country Hills Drive & Canada Valley Road

2. Lowe’s Driveway & Canada Valley Road

3. Lone Tree Way & Hillcrest Avenue

4. Lone Tree Way & Heidorn Ranch Road

5. Lone Tree Way & Canada Valley Road

6. Lone Tree Way & Hwy 4 SB Off-Ramp

7. Lone Tree Way & Jeffrey Way

8. Lone Tree Way & Shady Willow Lane

9. Lone Tree Way & Empire Avenue

10. Kohl’s Drive & Heidorn Ranch Road

11. Lone Tree Plaza Drive & Heidorn Ranch Road

12. Prewett Ranch Drive & Heidorn Ranch Road

13. Cole Ranch Lane & Heidorn Ranch Road

14. Sand Creek Road & Heidorn Ranch Road
Site Access. Kittelson will analyze traffic at each of the minor site access points to evaluate traffic operations. These minor driveways are indicated on Figure 1 at the end of this scope of work.

Analysis Scenarios
The proposed development is expected to be developed in a single phase after the construction of the Laurel Road and Sand Creek Road extensions. Kittelson will analyze traffic operations for the PM peak hours and Saturday mid-day peak hour conditions at the study intersections. The following analysis horizon periods are anticipated.

1. Existing Conditions

2. Background Conditions
a. Assumes construction of Laurel Road and Sand Creek Road extensions b. Kittelson will use the CCTA countywide travel demand model to adjust the distribution of background traffic with the road extensions, implementing adjustments to traffic counts at the study intersections

3. Background plus Project Conditions
Analysis Methodology
We will use Synchro traffic analysis software for assessing signalized and unsignalized intersection performance using Highway Capacity Manual (HCM) 6th Edition methodologies. The traffic study of the project will include an evaluation of level of service and control delay at the study intersections.

Additionally, we will include evaluation of v/c at the signalized intersections along Lone Tree Way. We will evaluate 95th percentile queuing for each of the proposed site driveways and at the signalized study intersections.

August 1, 2022 Page 5
Transportation Impact Analysis Scope of Work Project #: 26600 Kittelson & Associates, Inc.

CEQA Transportation Analysis
Kittelson will prepare additional transportation analyses to address California Environmental Quality Act (CEQA) Appendix G Checklist items. A major aspect of this analysis centers on vehicle-miles traveled (VMT).

Contra Costa County adopted its CEQA Guidelines for Vehicle Miles Traveled Thresholds on June 23, 2020 to provide guidance on how to prepare VMT analyses consistent with SB 743 requirements for development projects, transportation projects, and plans. These guidelines recommend the analysis be completed using the CCTA travel demand model to estimate VMT generated by the project. Due to the member-based nature of Costco Wholesale’s business model, Kittelson proposes an alternative methodology for evaluating project-related VMT.

Vehicle Miles Traveled Methodology
Costco maintains a database of its members’ home addresses and retains information on member transactions at its facilities (warehouses, fuel stations, etc.) based on unique member IDs. Kittelson will perform a VMT analysis using proprietary Costco member transaction data from the nearby existing Costco warehouses located at:
• 2201 Verne Roberts Circle, Antioch, CA
• 3250 W. Grant Line Road, Tracy, CA
We will use these data to establish members’ existing travel patterns and anticipated shifts in travel patterns with the construction of the new Costco warehouse in Brentwood. This information will be used to determine the market area for the new Costco warehouse and estimate total VMT associated with the project. The methodology is outlined below.
• Transaction Data: Kittelson will obtain data regarding the location and transactions of Costco members who shop at the existing Costco warehouses in Antioch and Tracy. These warehouses will remain open after the construction and opening of the new warehouse; however, some members who shop at these locations today are expected to shift to the new warehouse. Data includes:
o Membership location data grouped into 1-square-mile grids to provide anonymity and protect the privacy of members.
o Number of warehouse transactions made by each Costco member (aggregated into 1- square-mile grids)
• Trip Distances: Kittelson will use geospatial information systems (GIS) to calculate trip distances between each square-mile grid and 1) the existing warehouse where transactions are made, and 2) the project location.
• Net Change in Existing Costco Member VMT: Kittelson will reassign some trips currently made to the existing warehouses to the project location based on shortest travel distance. For these reassigned trips, we will calculate the current VMT and anticipated new VMT to determine a portion of the net change in VMT attributed to the project.
• New Costco Member VMT: Kittelson will sum the number of trips reassigned from existing warehouses to the project. If that number of trips is less than the total expected trip generation of the project, we will assign the remainder of the trips an average trip length based on the 1-squaremile grid locations for members now assumed to shift their trips to the project site. • Costco Employee VMT: Kittelson will use the office land use in the CCTA travel demand model to estimate average VMT per employee. We will multiply the average VMT per employee by the number of new project jobs.

August 1, 2022 Page 6
Transportation Impact Analysis Scope of Work Project #: 26600 Kittelson & Associates, Inc.
• Total Project VMT: We will calculate the overall change in regional VMT resulting from the project by adding the net change in existing Costco member VMT, new Costco member VMT, and Costco employee VMT.

Significance Threshold
The significance threshold for identifying transportation impacts resulting from VMT associated with retail projects is a net increase in regional VMT.1
Kittelson will document a comparison of the project VMT to the VMT documented both in the Plan Area-1 Specific Plan EIR and the Brentwood General Plan EIR to establish project consistency with those EIRs. Kittelson’s analysis will generate an impact finding regarding the comparison of the expected change in daily VMT in the region attributable to the project and the daily VMT resulting from the approved Plan Area-1 Specific Plan EIR and General Plan EIR.

Other Transportation Analysis
The transportation analysis also will include the following elements:
• Effects of the project on bicycle, pedestrian, and transit access and mobility near the site • On-site circulation analysis
Deliverables
Kittelson will prepare the following deliverables in completion of this scope of work:
• Trip Generation & Distribution Technical Memorandum – for City of Brentwood records • Transportation Impact Analysis Report; Draft & Final – City of Brentwood to provide one round of review resulting in a single set of non-conflicting comments Next Steps
We look forward to working with you on this project. Please contact Amy Lopez at [email protected] or 510-433-8064 if you have any questions as you review this material. 1 Contra Costa County Transportation Analysis Guidelines, June 2020 August 1, 2022 Page 7
Transportation Impact Analysis Scope of Work Project #: 26600 Kittelson & Associates, Inc.

Figure 1: Study Intersections
Appendix B -
Existing Conditions
HCM 6th AWSC Existing PM
1: Canada Valley Road & Country Hills Drive 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 2
Intersection
Intersection Delay, s/veh 11.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 19 112 69 26 1 149 212 65 0 156 7
Future Vol, veh/h 2 19 112 69 26 1 149 212 65 0 156 7
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 0 0 2 1 0 0 1 1 0 0 1 0
Mvmt Flow 2 20 117 72 27 1 155 221 68 0 163 7
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 10.6 10.8 11.1 11.7

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 15% 0% 96% 100% 96%
Vol Right, % 0% 0% 100% 0% 85% 0% 4% 0% 4%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 149 212 65 2 131 69 27 0 163
LT Vol 149 0 0 2 0 69 0 0 0
Through Vol 0 212 0 0 19 0 26 0 156
RT Vol 0 0 65 0 112 0 1 0 7
Lane Flow Rate 155 221 68 2 136 72 28 0 170
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.273 0.357 0.096 0.004 0.228 0.144 0.052 0 0.298 Departure Headway (Hd) 6.327 5.823 5.1 7.13 6.018 7.211 6.66 6.332 6.318 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 568 618 702 501 595 497 537 0 569
Service Time 4.064 3.559 2.836 4.882 3.769 4.966 4.415 4.08 4.066 HCM Lane V/C Ratio 0.273 0.358 0.097 0.004 0.229 0.145 0.052 0 0.299 HCM Control Delay 11.4 11.8 8.4 9.9 10.6 11.2 9.8 9.1 11.7 HCM Lane LOS B B A A B B A N B
HCM 95th-tile Q 1.1 1.6 0.3 0 0.9 0.5 0.2 0 1.2
HCM Signalized Intersection Capacity Analysis Existing PM 2: Canada Valley Road & Bella Rose/Lowes 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 0 15 102 0 19 19 399 28 12 316 3 Future Volume (vph) 2 0 15 102 0 19 19 399 28 12 316 3
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 6.0 4.0 6.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.88 1.00 0.85 1.00 0.99 1.00 1.00
Flt Protected 0.99 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1663 1787 1595 1804 3537 1805 3534
Flt Permitted 0.99 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1663 1787 1595 1804 3537 1805 3534
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 2 0 16 110 0 20 20 429 30 13 340 3
RTOR Reduction (vph) 0 18 0 0 17 0 0 3 0 0 1 0
Lane Group Flow (vph) 0 0 0 110 3 0 20 456 0 13 342 0
Confl. Peds. (#/hr) 1 1 1 1
Confl. Bikes (#/hr) 1 1
Heavy Vehicles (%) 0% 0% 0% 1% 0% 0% 0% 1% 0% 0% 2% 0%
Turn Type Split NA Split NA Prot NA Prot NA
Protected Phases 4 4 8 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 0.6 6.4 6.4 0.9 20.3 0.8 20.2
Effective Green, g (s) 0.6 6.4 6.4 0.9 20.3 0.8 20.2
Actuated g/C Ratio 0.01 0.14 0.14 0.02 0.44 0.02 0.44
Clearance Time (s) 4.0 4.0 4.0 4.0 6.0 4.0 6.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 21 248 221 35 1557 31 1548
v/s Ratio Prot c0.00 c0.06 0.00 c0.01 c0.13 0.01 0.10
v/s Ratio Perm
v/c Ratio 0.01 0.44 0.01 0.57 0.29 0.42 0.22
Uniform Delay, d1 22.5 18.2 17.1 22.4 8.3 22.4 8.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.5 0.0 13.2 0.1 3.3 0.1
Delay (s) 22.5 18.7 17.1 35.6 8.4 25.7 8.2
Level of Service C B B D A C A
Approach Delay (s) 22.5 18.4 9.6 8.8
Approach LOS C B A A
Intersection Summary
HCM 2000 Control Delay 10.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.33
Actuated Cycle Length (s) 46.1 Sum of lost time (s) 18.0 Intersection Capacity Utilization 37.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
2: Canada Valley Road & Bella Rose/Lowes 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 0 15 102 0 19 19 399 28 12 316 3 Future Volume (veh/h) 2 0 15 102 0 19 19 399 28 12 316 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1885 1900 1900 1870 1900 Adj Flow Rate, veh/h 2 0 16 110 0 20 20 429 30 13 340 3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 0 0 1 0 0 0 1 0 0 2 0
Cap, veh/h 2 0 16 167 0 149 22 1033 72 14 1083 10
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.09 0.01 0.30 0.30 0.01 0.30 0.30 Sat Flow, veh/h 180 0 1443 1795 0 1605 1810 3391 236 1810 3609 32 Grp Volume(v), veh/h 18 0 0 110 0 20 20 226 233 13 167 176 Grp Sat Flow(s),veh/h/ln 1623 0 0 1795 0 1605 1810 1791 1836 1810 1777 1864 Q Serve(g_s), s 0.3 0.0 0.0 1.8 0.0 0.4 0.3 3.1 3.1 0.2 2.2 2.2 Cycle Q Clear(g_c), s 0.3 0.0 0.0 1.8 0.0 0.4 0.3 3.1 3.1 0.2 2.2 2.2 Prop In Lane 0.11 0.89 1.00 1.00 1.00 0.13 1.00 0.02
Lane Grp Cap(c), veh/h 18 0 0 167 0 149 22 546 559 14 533 560 V/C Ratio(X) 1.02 0.00 0.00 0.66 0.00 0.13 0.92 0.41 0.42 0.94 0.31 0.31 Avail Cap(c_a), veh/h 843 0 0 2156 0 1927 939 1976 2026 939 1960 2056 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 0.0 13.5 0.0 12.8 15.2 8.5 8.5 15.3 8.3 8.3 Incr Delay (d2), s/veh 64.8 0.0 0.0 1.7 0.0 0.2 37.8 0.7 0.7 55.5 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.8 0.0 0.0 1.2 0.0 0.2 0.6 1.6 1.7 0.5 1.2 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 80.1 0.0 0.0 15.2 0.0 13.0 53.1 9.2 9.2 70.8 8.8 8.8 LnGrp LOS F A A B A B D A A E A A
Approach Vol, veh/h 18 130 479 356
Approach Delay, s/veh 80.1 14.8 11.1 11.1
Approach LOS F B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.2 15.4 4.3 4.4 15.3 6.9
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.2 5.1 2.3 2.3 4.2 3.8
Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 3.0 0.2
Intersection Summary
HCM 6th Ctrl Delay 12.8
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis Existing PM 3: Hillcrest Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 210 794 31 66 815 159 47 62 21 443 104 105 Future Volume (vph) 210 794 31 66 815 159 47 62 21 443 104 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 5104 1805 5136 1540 1805 3412 3467 3574 1573 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1805 5104 1805 5136 1540 1805 3412 3467 3574 1573 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 226 854 33 71 876 171 51 67 23 476 112 113 RTOR Reduction (vph) 0 2 0 0 0 116 0 21 0 0 0 84
Lane Group Flow (vph) 226 885 0 71 876 55 51 69 0 476 112 29 Confl. Peds. (#/hr) 5 12 12 5 3 6 6 3
Confl. Bikes (#/hr) 1 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 3% 0% 0% 5% 1% 1% 1%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 19.8 47.3 8.4 35.4 35.4 7.3 11.2 23.6 28.0 28.0 Effective Green, g (s) 19.8 47.3 8.4 35.4 35.4 7.3 11.2 23.6 28.0 28.0 Actuated g/C Ratio 0.18 0.43 0.08 0.32 0.32 0.07 0.10 0.21 0.25 0.25 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 324 2188 137 1648 494 119 346 741 907 399 v/s Ratio Prot c0.13 0.17 0.04 c0.17 0.03 c0.02 c0.14 0.03 v/s Ratio Perm 0.04 0.02
v/c Ratio 0.70 0.40 0.52 0.53 0.11 0.43 0.20 0.64 0.12 0.07 Uniform Delay, d1 42.4 21.8 49.0 30.7 26.4 49.5 45.4 39.5 31.7 31.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.4 0.3 3.3 0.6 0.2 2.5 0.6 2.6 0.1 0.2 Delay (s) 48.9 22.0 52.3 31.3 26.6 52.0 46.0 42.1 31.8 31.4 Level of Service D C D C C D D D C C
Approach Delay (s) 27.5 31.9 48.2 38.7
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 32.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 110.3 Sum of lost time (s) 20.3 Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
3: Hillcrest Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 210 794 31 66 815 159 47 62 21 443 104 105 Future Volume (veh/h) 210 794 31 66 815 159 47 62 21 443 104 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1856 1900 1900 1826 1885 1885 1885 Adj Flow Rate, veh/h 226 854 33 71 876 171 51 67 23 476 112 113 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 1 0 0 1 3 0 0 5 1 1 1
Cap, veh/h 272 2166 84 94 1657 494 67 257 84 687 940 411 Arrive On Green 0.15 0.43 0.43 0.05 0.32 0.32 0.04 0.10 0.10 0.20 0.26 0.26 Sat Flow, veh/h 1810 5083 196 1810 5147 1535 1810 2663 867 3483 3582 1566 Grp Volume(v), veh/h 226 576 311 71 876 171 51 44 46 476 112 113 Grp Sat Flow(s),veh/h/ln 1810 1716 1848 1810 1716 1535 1810 1805 1725 1742 1791 1566 Q Serve(g_s), s 10.5 10.0 10.1 3.4 12.1 7.4 2.4 2.0 2.1 11.0 2.1 5.0 Cycle Q Clear(g_c), s 10.5 10.0 10.1 3.4 12.1 7.4 2.4 2.0 2.1 11.0 2.1 5.0 Prop In Lane 1.00 0.11 1.00 1.00 1.00 0.50 1.00 1.00
Lane Grp Cap(c), veh/h 272 1462 787 94 1657 494 67 174 166 687 940 411 V/C Ratio(X) 0.83 0.39 0.40 0.75 0.53 0.35 0.76 0.25 0.27 0.69 0.12 0.27 Avail Cap(c_a), veh/h 625 1581 851 625 2371 707 834 624 596 1605 1238 541 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.8 17.2 17.2 40.6 24.0 22.5 41.4 36.3 36.4 32.4 24.4 25.4 Incr Delay (d2), s/veh 6.5 0.4 0.7 11.5 0.6 0.9 16.1 1.6 1.9 2.7 0.1 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 8.7 7.0 7.6 3.2 8.4 4.9 2.5 1.7 1.8 8.4 1.6 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.3 17.6 17.9 52.1 24.6 23.3 57.5 37.9 38.3 35.1 24.5 26.2 LnGrp LOS D B B D C C E D D D C C
Approach Vol, veh/h 1113 1118 141 701
Approach Delay, s/veh 22.7 26.2 45.1 32.0
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 42.3 7.7 27.8 18.0 33.3 22.1 13.4 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 5.4 12.1 4.4 7.0 12.5 14.1 13.0 4.1 Green Ext Time (p_c), s 0.2 11.9 0.1 2.0 0.6 13.2 4.1 0.8 Intersection Summary
HCM 6th Ctrl Delay 27.1
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis Existing PM 4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 19 1102 96 229 1021 23 129 12 239 24 7 6 Future Volume (vph) 19 1102 96 229 1021 23 129 12 239 24 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1719 5056 1787 5117 3467 1900 1545 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1719 5056 1787 5117 3467 1900 1545 1805 1768 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 20 1172 102 244 1086 24 137 13 254 26 7 6 RTOR Reduction (vph) 0 5 0 0 1 0 0 0 233 0 6 0
Lane Group Flow (vph) 20 1269 0 244 1109 0 137 13 21 26 7 0 Confl. Peds. (#/hr) 4 2 2 4 2 2
Confl. Bikes (#/hr) 2 1
Heavy Vehicles (%) 5% 1% 4% 1% 1% 0% 1% 0% 3% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 3.8 61.2 29.9 87.3 15.1 10.6 10.6 7.7 4.4 Effective Green, g (s) 3.8 61.2 29.9 87.3 15.1 10.6 10.6 7.7 4.4 Actuated g/C Ratio 0.03 0.47 0.23 0.67 0.12 0.08 0.08 0.06 0.03 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 50 2380 411 3436 402 154 125 106 59
v/s Ratio Prot 0.01 c0.25 c0.14 0.22 c0.04 0.01 0.01 0.00 v/s Ratio Perm c0.01
v/c Ratio 0.40 0.53 0.59 0.32 0.34 0.08 0.17 0.25 0.12
Uniform Delay, d1 62.0 24.3 44.6 9.0 52.9 55.2 55.6 58.4 60.9 Progression Factor 1.00 1.00 0.95 2.27 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.0 0.9 2.5 0.2 0.7 0.2 0.6 1.6 0.3 Delay (s) 69.0 25.2 45.1 20.5 53.6 55.4 56.2 60.0 61.3
Level of Service E C D C D E E E E
Approach Delay (s) 25.8 25.0 55.3 60.4
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 29.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 1102 96 229 1021 23 129 12 239 24 7 6 Future Volume (veh/h) 19 1102 96 229 1021 23 129 12 239 24 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1885 1841 1885 1885 1900 1885 1900 1856 1900 1900 1900 Adj Flow Rate, veh/h 20 1172 102 244 1086 24 137 13 254 26 7 6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 5 1 4 1 1 0 1 0 3 0 0 0
Cap, veh/h 62 2589 225 214 3218 71 340 253 208 93 90 78 Arrive On Green 0.04 0.54 0.54 0.24 1.00 1.00 0.10 0.13 0.13 0.05 0.10 0.10 Sat Flow, veh/h 1739 4814 419 1795 5178 114 3483 1900 1565 1810 942 807 Grp Volume(v), veh/h 20 835 439 244 719 391 137 13 254 26 0 13 Grp Sat Flow(s),veh/h/ln 1739 1716 1802 1795 1716 1861 1742 1900 1565 1810 0 1749 Q Serve(g_s), s 1.5 19.3 19.3 15.5 0.0 0.0 4.8 0.8 13.3 1.8 0.0 0.9 Cycle Q Clear(g_c), s 1.5 19.3 19.3 15.5 0.0 0.0 4.8 0.8 13.3 1.8 0.0 0.9 Prop In Lane 1.00 0.23 1.00 0.06 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 62 1845 969 214 2132 1157 340 253 208 93 0 168 V/C Ratio(X) 0.32 0.45 0.45 1.14 0.34 0.34 0.40 0.05 1.22 0.28 0.00 0.08 Avail Cap(c_a), veh/h 207 1845 969 214 2132 1157 871 471 388 452 0 449 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.87 0.91 0.91 0.91 0.93 0.93 0.93 1.00 0.00 1.00 Uniform Delay (d), s/veh 61.2 18.4 18.4 49.5 0.0 0.0 55.1 49.2 33.5 59.3 0.0 53.5 Incr Delay (d2), s/veh 3.7 0.7 1.3 101.6 0.4 0.7 1.0 0.1 116.4 2.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.3 12.1 12.8 18.6 0.2 0.4 3.9 0.7 18.7 1.6 0.0 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.8 19.1 19.7 151.1 0.4 0.7 56.1 49.3 149.9 61.6 0.0 53.6 LnGrp LOS E B B F A A E D F E A D
Approach Vol, veh/h 1294 1354 404 39
Approach Delay, s/veh 20.0 27.6 114.9 58.9
Approach LOS B C F E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.0 75.7 17.2 17.1 9.1 86.6 11.2 23.1 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 15.5 29.2 32.5 33.4 15.5 29.2 32.5 32.2 Max Q Clear Time (g_c+I1), s 17.5 21.3 6.8 2.9 3.5 2.0 3.8 15.3 Green Ext Time (p_c), s 0.0 6.8 0.7 0.0 0.0 17.7 0.1 0.8 Intersection Summary
HCM 6th Ctrl Delay 36.2
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis Existing PM 5: Canada Valley Road & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 1357 54 535 1112 325 75 68 313 301 80 49 Future Volume (vph) 55 1357 54 535 1112 325 75 68 313 301 80 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 0.85 1.00 0.94 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3367 5136 1591 3467 5136 1578 3502 1592 1484 3433 1744 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3367 5136 1591 3467 5136 1578 3502 1592 1484 3433 1744 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 59 1444 57 569 1183 346 80 72 333 320 85 52 RTOR Reduction (vph) 0 0 36 0 0 164 0 55 171 0 17 0
Lane Group Flow (vph) 59 1444 21 569 1183 182 80 154 25 320 120 0 Confl. Peds. (#/hr) 1 2 2 1 2 2 2 2
Confl. Bikes (#/hr) 1 1 1
Heavy Vehicles (%) 4% 1% 0% 1% 1% 1% 0% 0% 2% 2% 1% 4%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 7.2 48.5 48.5 27.1 68.4 68.4 16.9 16.9 16.9 16.5 16.5 Effective Green, g (s) 7.2 48.5 48.5 27.1 68.4 68.4 16.9 16.9 16.9 16.5 16.5 Actuated g/C Ratio 0.06 0.37 0.37 0.21 0.53 0.53 0.13 0.13 0.13 0.13 0.13 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 186 1916 593 722 2702 830 455 206 192 435 221 v/s Ratio Prot 0.02 c0.28 c0.16 0.23 0.02 c0.10 c0.09 0.07 v/s Ratio Perm 0.01 0.12 0.02
v/c Ratio 0.32 0.75 0.04 0.79 0.44 0.22 0.18 0.75 0.13 0.74 0.54 Uniform Delay, d1 59.0 35.5 25.9 48.7 19.0 16.5 50.3 54.5 50.1 54.6 53.2 Progression Factor 1.50 0.65 1.24 0.79 1.04 2.11 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 2.5 0.1 4.4 0.4 0.5 0.1 12.2 0.1 5.5 1.4 Delay (s) 89.0 25.5 32.1 42.7 20.2 35.3 50.4 66.7 50.2 60.2 54.6 Level of Service F C C D C D D E D E D
Approach Delay (s) 28.2 28.8 57.3 58.5
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 34.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.76
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 86.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
5: Canada Valley Road & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 1357 54 535 1112 325 75 68 313 301 80 49 Future Volume (veh/h) 55 1357 54 535 1112 325 75 68 313 301 80 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1885 1900 1885 1885 1885 1900 1900 1870 1870 1885 1841 Adj Flow Rate, veh/h 59 1444 57 569 1183 346 80 0 381 320 85 52 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 4 1 0 1 1 1 0 0 2 2 1 4
Cap, veh/h 207 2266 699 509 2704 828 501 0 437 393 123 76 Arrive On Green 0.12 0.88 0.88 0.29 1.00 1.00 0.14 0.00 0.14 0.11 0.11 0.11 Sat Flow, veh/h 3401 5147 1588 3483 5147 1576 3619 0 3156 3456 1086 664 Grp Volume(v), veh/h 59 1444 57 569 1183 346 80 0 381 320 0 137 Grp Sat Flow(s),veh/h/ln 1700 1716 1588 1742 1716 1576 1810 0 1578 1728 0 1750 Q Serve(g_s), s 2.1 9.9 0.6 19.0 0.0 0.0 2.5 0.0 15.4 11.8 0.0 9.8 Cycle Q Clear(g_c), s 2.1 9.9 0.6 19.0 0.0 0.0 2.5 0.0 15.4 11.8 0.0 9.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.38
Lane Grp Cap(c), veh/h 207 2266 699 509 2704 828 501 0 437 393 0 199 V/C Ratio(X) 0.28 0.64 0.08 1.12 0.44 0.42 0.16 0.00 0.87 0.81 0.00 0.69 Avail Cap(c_a), veh/h 497 2266 699 509 2704 828 596 0 520 569 0 288 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.83 0.83 0.83 0.77 0.77 0.77 1.00 0.00 1.00 0.99 0.00 0.99 Uniform Delay (d), s/veh 54.5 4.9 4.4 46.0 0.0 0.0 49.4 0.0 54.9 56.3 0.0 55.4 Incr Delay (d2), s/veh 0.2 1.1 0.2 72.0 0.4 1.2 0.1 0.0 11.9 3.7 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.6 3.8 0.4 18.1 0.2 0.5 2.1 0.0 11.1 9.1 0.0 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.7 6.1 4.6 118.0 0.4 1.2 49.4 0.0 66.8 60.0 0.0 57.0 LnGrp LOS D A A F A A D A E E A E
Approach Vol, veh/h 1560 2098 461 457
Approach Delay, s/veh 7.9 32.4 63.8 59.1
Approach LOS A C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 23.0 64.0 19.9 11.9 75.1 23.1
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 19.0 47.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 21.0 11.9 13.8 4.1 2.0 17.4 Green Ext Time (p_c), s 0.0 19.7 0.8 0.1 20.5 0.5
Intersection Summary
HCM 6th Ctrl Delay 29.9
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis Existing PM 6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1479 624 181 1582 0 0 0 0 537 2 441 Future Volume (vph) 0 1479 624 181 1582 0 0 0 0 537 2 441 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1551 3433 5136 1698 1703 1583
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1551 3433 5136 1698 1703 1583
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 1541 650 189 1648 0 0 0 0 559 2 459
RTOR Reduction (vph) 0 0 314 0 0 0 0 0 0 0 0 45
Lane Group Flow (vph) 0 1541 337 189 1648 0 0 0 0 279 282 414 Confl. Peds. (#/hr) 4 5 5 4
Confl. Bikes (#/hr) 6 5
Heavy Vehicles (%) 0% 1% 2% 2% 1% 0% 0% 0% 0% 1% 0% 2%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 67.3 67.3 10.0 82.0 37.5 37.5 37.5 Effective Green, g (s) 67.3 67.3 10.0 82.0 37.5 37.5 37.5 Actuated g/C Ratio 0.52 0.52 0.08 0.63 0.29 0.29 0.29
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2658 802 264 3239 489 491 456
v/s Ratio Prot c0.30 c0.06 0.32
v/s Ratio Perm 0.22 0.16 0.17 c0.26
v/c Ratio 0.58 0.42 0.72 0.51 0.57 0.57 0.91
Uniform Delay, d1 21.6 19.3 58.6 13.0 39.4 39.4 44.6
Progression Factor 2.01 11.64 1.03 0.68 1.00 1.00 1.00
Incremental Delay, d2 0.7 1.2 6.8 0.5 1.0 1.0 21.2
Delay (s) 44.0 226.1 67.1 9.3 40.4 40.5 65.8
Level of Service D F E A D D E
Approach Delay (s) 98.0 15.3 0.0 51.8
Approach LOS F B A D
Intersection Summary
HCM 2000 Control Delay 58.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1479 624 181 1582 0 0 0 0 537 2 441 Future Volume (veh/h) 0 1479 624 181 1582 0 0 0 0 537 2 441 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1870 1870 1885 0 1885 1900 1870 Adj Flow Rate, veh/h 0 1541 650 189 1648 0 560 0 459
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 2 2 1 0 1 0 2
Cap, veh/h 0 2639 798 239 3180 0 1082 0 478
Arrive On Green 0.00 1.00 1.00 0.09 0.82 0.00 0.30 0.00 0.30 Sat Flow, veh/h 0 5316 1557 3456 5316 0 3591 0 1585
Grp Volume(v), veh/h 0 1541 650 189 1648 0 560 0 459
Grp Sat Flow(s),veh/h/ln 0 1716 1557 1728 1716 0 1795 0 1585 Q Serve(g_s), s 0.0 0.0 0.0 7.0 12.9 0.0 16.8 0.0 37.0
Cycle Q Clear(g_c), s 0.0 0.0 0.0 7.0 12.9 0.0 16.8 0.0 37.0 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2639 798 239 3180 0 1082 0 478 V/C Ratio(X) 0.00 0.58 0.81 0.79 0.52 0.00 0.52 0.00 0.96 Avail Cap(c_a), veh/h 0 2639 798 965 3180 0 1251 0 552
HCM Platoon Ratio 1.00 2.00 2.00 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.61 0.61 0.88 0.88 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 58.1 5.6 0.0 37.6 0.0 44.7 Incr Delay (d2), s/veh 0.0 0.6 5.6 2.0 0.5 0.0 0.1 0.0 25.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 0.3 2.3 5.5 6.2 0.0 11.9 0.0 24.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.6 5.6 60.1 6.1 0.0 37.7 0.0 70.6 LnGrp LOS A A A E A A D A E
Approach Vol, veh/h 2191 1837 1019
Approach Delay, s/veh 2.1 11.7 52.5
Approach LOS A B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 13.7 72.5 43.9 86.1
Change Period (Y+Rc), s * 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 36 33.2 * 45 73.2
Max Q Clear Time (g_c+I1), s 9.0 2.0 39.0 14.9
Green Ext Time (p_c), s 0.0 2.6 0.1 3.2
Intersection Summary
HCM 6th Ctrl Delay 15.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis Existing PM 7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1531 484 64 947 502 766 28 288 0 0 0 Future Volume (vph) 0 1531 484 64 947 502 766 28 288 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1557 3502 5136 1551 1698 1704 1592 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1557 3502 5136 1551 1698 1704 1592 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 1578 499 66 976 518 790 29 297 0 0 0
RTOR Reduction (vph) 0 0 150 0 0 194 0 0 213 0 0 0
Lane Group Flow (vph) 0 1578 349 66 976 324 411 408 84 0 0 0 Confl. Peds. (#/hr) 4 2 2 4 2 2
Confl. Bikes (#/hr) 6 5
Heavy Vehicles (%) 0% 1% 2% 0% 1% 2% 1% 4% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 72.6 72.6 5.0 81.3 81.3 36.8 36.8 36.8 Effective Green, g (s) 72.6 72.6 5.0 81.3 81.3 36.8 36.8 36.8 Actuated g/C Ratio 0.56 0.56 0.04 0.63 0.63 0.28 0.28 0.28 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2868 869 134 3211 969 480 482 450
v/s Ratio Prot c0.31 c0.02 0.19
v/s Ratio Perm 0.22 0.21 c0.24 0.24 0.05
v/c Ratio 0.55 0.40 0.49 0.30 0.33 0.86 0.85 0.19
Uniform Delay, d1 18.3 16.3 61.3 11.3 11.5 44.1 43.9 35.3 Progression Factor 0.71 0.56 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 1.2 1.0 0.2 0.9 13.5 12.4 0.1 Delay (s) 13.6 10.3 62.3 11.5 12.5 57.6 56.4 35.3
Level of Service B B E B B E E D
Approach Delay (s) 12.8 14.0 51.2 0.0
Approach LOS B B D A
Intersection Summary
HCM 2000 Control Delay 22.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.6 Intersection Capacity Utilization 64.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1531 484 64 947 502 766 28 288 0 0 0 Future Volume (veh/h) 0 1531 484 64 947 502 766 28 288 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1870 1900 1885 1870 1885 1841 1900 Adj Flow Rate, veh/h 0 1578 499 66 976 518 811 0 297
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 2 0 1 2 1 4 0
Cap, veh/h 0 3038 912 147 3440 1043 862 0 386
Arrive On Green 0.00 0.59 0.59 0.04 0.67 0.67 0.24 0.00 0.24 Sat Flow, veh/h 0 5316 1545 3510 5147 1561 3591 0 1606
Grp Volume(v), veh/h 0 1578 499 66 976 518 811 0 297
Grp Sat Flow(s),veh/h/ln 0 1716 1545 1755 1716 1561 1795 0 1606 Q Serve(g_s), s 0.0 23.6 25.4 2.4 10.1 21.4 28.8 0.0 22.4 Cycle Q Clear(g_c), s 0.0 23.6 25.4 2.4 10.1 21.4 28.8 0.0 22.4 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3038 912 147 3440 1043 862 0 386 V/C Ratio(X) 0.00 0.52 0.55 0.45 0.28 0.50 0.94 0.00 0.77 Avail Cap(c_a), veh/h 0 3038 912 602 3440 1043 1323 0 592 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.79 0.79 0.77 0.77 0.77 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 15.7 16.1 60.8 8.8 10.7 48.5 0.0 46.1 Incr Delay (d2), s/veh 0.0 0.5 1.9 0.6 0.2 1.3 7.5 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 0.0 13.6 13.7 1.9 6.5 11.4 19.8 0.0 14.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 16.2 18.0 61.4 9.0 12.0 55.9 0.0 47.3 LnGrp LOS A B B E A B E A D
Approach Vol, veh/h 2077 1560 1108
Approach Delay, s/veh 16.7 12.2 53.6
Approach LOS B B D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 10.1 83.5 93.7 36.3
Change Period (Y+Rc), s * 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 22 * 43 70.2 47.9
Max Q Clear Time (g_c+I1), s 4.4 27.4 23.4 30.8
Green Ext Time (p_c), s 0.0 2.6 1.4 0.2
Intersection Summary
HCM 6th Ctrl Delay 23.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis Existing PM 8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 323 917 207 86 951 60 249 110 79 143 89 196 Future Volume (vph) 323 917 207 86 951 60 249 110 79 143 89 196 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 0.90
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5085 1594 3502 5136 1588 3467 3310 3502 3181 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5085 1594 3502 5136 1588 3467 3310 3502 3181 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 351 997 225 93 1034 65 271 120 86 155 97 213 RTOR Reduction (vph) 0 0 135 0 0 43 0 75 0 0 185 0
Lane Group Flow (vph) 351 997 90 93 1034 22 271 131 0 155 125 0 Confl. Peds. (#/hr) 4 1 1 4 5 2 2 5
Confl. Bikes (#/hr) 2
Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 1% 0% 4% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 17.1 39.0 39.0 11.1 32.7 32.7 13.4 13.0 12.1 12.7 Effective Green, g (s) 17.1 39.0 39.0 11.1 32.7 32.7 13.4 13.0 12.1 12.7 Actuated g/C Ratio 0.18 0.40 0.40 0.11 0.34 0.34 0.14 0.13 0.12 0.13 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 613 2031 636 398 1720 532 476 440 434 413 v/s Ratio Prot c0.10 c0.20 0.03 c0.20 c0.08 c0.04 0.04 0.04 v/s Ratio Perm 0.06 0.01
v/c Ratio 0.57 0.49 0.14 0.23 0.60 0.04 0.57 0.30 0.36 0.30 Uniform Delay, d1 36.9 21.9 18.6 39.4 27.0 21.9 39.4 38.2 39.2 38.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 0.3 0.1 0.1 0.7 0.0 0.9 0.5 0.2 0.2 Delay (s) 39.0 22.1 18.8 39.5 27.7 21.9 40.3 38.7 39.4 38.6 Level of Service D C B D C C D D D D
Approach Delay (s) 25.4 28.3 39.6 38.8
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 29.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 97.6 Sum of lost time (s) 22.7 Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 323 917 207 86 951 60 249 110 79 143 89 196 Future Volume (veh/h) 323 917 207 86 951 60 249 110 79 143 89 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1900 1900 1885 1900 1885 1900 1841 1900 1900 1885 Adj Flow Rate, veh/h 351 997 225 93 1034 65 271 120 86 155 97 213 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 0 1 0 1 0 4 0 0 1
Cap, veh/h 483 1771 557 386 1626 500 462 342 226 457 293 259 Arrive On Green 0.14 0.35 0.35 0.11 0.32 0.32 0.13 0.16 0.16 0.13 0.16 0.16 Sat Flow, veh/h 3510 5106 1605 3510 5147 1583 3483 2070 1373 3510 1805 1595 Grp Volume(v), veh/h 351 997 225 93 1034 65 271 103 103 155 97 213 Grp Sat Flow(s),veh/h/ln 1755 1702 1605 1755 1716 1583 1742 1805 1638 1755 1805 1595 Q Serve(g_s), s 8.7 14.3 9.6 2.2 15.5 2.6 6.6 4.6 5.0 3.6 4.3 11.7 Cycle Q Clear(g_c), s 8.7 14.3 9.6 2.2 15.5 2.6 6.6 4.6 5.0 3.6 4.3 11.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 483 1771 557 386 1626 500 462 298 270 457 293 259 V/C Ratio(X) 0.73 0.56 0.40 0.24 0.64 0.13 0.59 0.35 0.38 0.34 0.33 0.82 Avail Cap(c_a), veh/h 785 2273 714 797 2291 704 771 797 724 777 398 351 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.3 23.9 22.4 36.7 26.4 22.0 36.8 33.4 33.6 35.7 33.5 36.6 Incr Delay (d2), s/veh 4.4 0.4 0.7 0.1 0.6 0.2 0.4 1.0 1.3 0.2 0.2 8.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.1 9.5 6.5 1.7 10.3 1.8 5.0 3.7 3.7 2.8 3.4 8.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.7 24.3 23.1 36.9 27.0 22.2 37.3 34.4 34.8 35.9 33.7 44.6 LnGrp LOS D C C D C C D C C D C D
Approach Vol, veh/h 1573 1192 477 465
Approach Delay, s/veh 28.0 27.5 36.1 39.4
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.4 38.1 16.0 20.8 18.2 35.3 15.8 21.0 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 20.5 40.2 20.0 * 20 * 20 40.2 20.0 39.9 Max Q Clear Time (g_c+I1), s 4.2 16.3 8.6 13.7 10.7 17.5 5.6 7.0 Green Ext Time (p_c), s 0.1 11.7 0.4 0.7 1.8 10.8 0.2 1.8 Intersection Summary
HCM 6th Ctrl Delay 30.3
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis Existing PM 9: Empire Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 303 785 88 86 703 132 128 67 28 264 216 143 Future Volume (vph) 303 785 88 86 703 132 128 67 28 264 216 143 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5085 1562 1805 5136 1591 3467 1900 1592 3502 3341 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5085 1562 1805 5136 1591 3467 1900 1592 3502 3341 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 326 844 95 92 756 142 138 72 30 284 232 154 RTOR Reduction (vph) 0 0 46 0 0 86 0 0 27 0 89 0
Lane Group Flow (vph) 326 844 49 92 756 56 138 72 3 284 297 0 Confl. Peds. (#/hr) 2 1 1 2 2 2
Confl. Bikes (#/hr) 1 1 1
Heavy Vehicles (%) 0% 2% 2% 0% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 28.2 67.5 67.5 11.9 51.2 51.2 12.1 12.1 12.1 17.8 17.8 Effective Green, g (s) 28.2 67.5 67.5 11.9 51.2 51.2 12.1 12.1 12.1 17.8 17.8 Actuated g/C Ratio 0.22 0.52 0.52 0.09 0.39 0.39 0.09 0.09 0.09 0.14 0.14 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 391 2640 811 165 2022 626 322 176 148 479 457 v/s Ratio Prot c0.18 0.17 0.05 c0.15 c0.04 0.04 0.08 c0.09 v/s Ratio Perm 0.03 0.04 0.00
v/c Ratio 0.83 0.32 0.06 0.56 0.37 0.09 0.43 0.41 0.02 0.59 0.65 Uniform Delay, d1 48.7 18.0 15.5 56.5 28.0 24.8 55.7 55.6 53.6 52.7 53.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.6 0.3 0.1 2.3 0.5 0.3 1.3 2.1 0.1 2.3 3.6 Delay (s) 62.2 18.3 15.7 58.8 28.5 25.0 56.9 57.7 53.6 55.0 56.8 Level of Service E B B E C C E E D D E
Approach Delay (s) 29.4 30.9 56.7 56.0
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 37.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 81.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing PM
9: Empire Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 303 785 88 86 703 132 128 67 28 264 216 143 Future Volume (veh/h) 303 785 88 86 703 132 128 67 28 264 216 143 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1870 1900 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 326 844 95 92 756 142 138 72 30 284 232 154 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 0 1 0 1 0 0 0 1 1
Cap, veh/h 354 2767 847 134 2164 668 298 162 135 489 292 186 Arrive On Green 0.20 0.54 0.54 0.07 0.42 0.42 0.09 0.09 0.09 0.14 0.14 0.14 Sat Flow, veh/h 1810 5106 1564 1810 5147 1588 3483 1900 1576 3510 2095 1334 Grp Volume(v), veh/h 326 844 95 92 756 142 138 72 30 284 197 189 Grp Sat Flow(s),veh/h/ln 1810 1702 1564 1810 1716 1588 1742 1900 1576 1755 1791 1638 Q Serve(g_s), s 23.0 11.8 3.9 6.4 13.0 7.4 4.9 4.7 2.3 9.8 13.8 14.6 Cycle Q Clear(g_c), s 23.0 11.8 3.9 6.4 13.0 7.4 4.9 4.7 2.3 9.8 13.8 14.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.81
Lane Grp Cap(c), veh/h 354 2767 847 134 2164 668 298 162 135 489 249 228 V/C Ratio(X) 0.92 0.31 0.11 0.69 0.35 0.21 0.46 0.44 0.22 0.58 0.79 0.83 Avail Cap(c_a), veh/h 585 2767 847 264 2164 668 380 208 172 537 274 251 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.3 16.3 14.5 58.7 25.6 24.0 56.6 56.5 55.4 52.4 54.1 54.4 Incr Delay (d2), s/veh 8.0 0.3 0.2 2.3 0.4 0.7 1.6 2.7 1.2 1.8 14.3 20.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 16.3 8.0 2.6 5.5 9.2 5.3 4.0 4.3 1.7 7.9 11.6 11.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.3 16.6 14.8 61.0 26.0 24.7 58.2 59.2 56.6 54.1 68.4 74.4 LnGrp LOS E B B E C C E E E D E E
Approach Vol, veh/h 1265 990 240 670
Approach Delay, s/veh 27.5 29.1 58.3 64.1
Approach LOS C C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.6 76.2 23.2 29.4 60.5 16.9
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 19.0 56.2 19.9 42.0 33.2 14.2 Max Q Clear Time (g_c+I1), s 8.4 13.8 16.6 25.0 15.0 6.9 Green Ext Time (p_c), s 0.1 11.1 1.4 0.4 7.4 0.8
Intersection Summary
HCM 6th Ctrl Delay 38.1
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary Existing PM
10: Heidorn Ranch Road & Kohls Driveway 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 20 225 157 26 163 161
Future Volume (veh/h) 20 225 157 26 163 161
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 0.98 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1856
Adj Flow Rate, veh/h 22 250 174 29 181 179
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 0 1 2 0 1 3
Cap, veh/h 376 332 591 96 239 1699
Arrive On Green 0.21 0.21 0.19 0.19 0.13 0.48
Sat Flow, veh/h 1810 1598 3140 498 1795 3618
Grp Volume(v), veh/h 22 250 100 103 181 179
Grp Sat Flow(s),veh/h/ln 1810 1598 1777 1768 1795 1763
Q Serve(g_s), s 0.3 3.8 1.2 1.3 2.5 0.7
Cycle Q Clear(g_c), s 0.3 3.8 1.2 1.3 2.5 0.7
Prop In Lane 1.00 1.00 0.28 1.00
Lane Grp Cap(c), veh/h 376 332 344 343 239 1699
V/C Ratio(X) 0.06 0.75 0.29 0.30 0.76 0.11
Avail Cap(c_a), veh/h 2596 2292 2342 2330 1392 4101
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.2 9.6 8.9 8.9 10.8 3.6
Incr Delay (d2), s/veh 0.0 1.3 0.7 0.7 1.9 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln 0.1 1.7 0.7 0.7 1.4 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 8.2 10.9 9.5 9.6 12.7 3.7
LnGrp LOS A B A A B A
Approach Vol, veh/h 272 203 360
Approach Delay, s/veh 10.7 9.6 8.2
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 7.4 9.0 16.4 9.4
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 4.5 3.3 2.7 5.8
Green Ext Time (p_c), s 0.2 1.7 1.5 0.5
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis Existing PM 11: Heidorn Ranch Road & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 21
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 51 22 0 168 78 15 164
Future Volume (vph) 51 22 0 168 78 15 164
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.95 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3378 1504 3574
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3378 1504 3574
Peak-hour factor, PHF 0.88 0.88 0.92 0.88 0.88 0.88 0.88 Adj. Flow (vph) 58 25 0 191 89 17 186
RTOR Reduction (vph) 0 23 0 24 0 0 0
Lane Group Flow (vph) 58 2 0 256 0 17 186
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 20% 1%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 5.3 5.3 40.1 1.1 45.2
Effective Green, g (s) 5.3 5.3 40.1 1.1 45.2
Actuated g/C Ratio 0.09 0.09 0.69 0.02 0.77
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 160 146 2315 28 2761
v/s Ratio Prot c0.03 c0.08 c0.01 0.05
v/s Ratio Perm 0.00
v/c Ratio 0.36 0.02 0.11 0.61 0.07
Uniform Delay, d1 25.0 24.2 3.1 28.5 1.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.5 0.0 0.1 22.9 0.0
Delay (s) 25.5 24.2 3.2 51.4 1.6
Level of Service C C A D A
Approach Delay (s) 25.1 3.2 5.8
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 7.4 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.15
Actuated Cycle Length (s) 58.5 Sum of lost time (s) 12.0 Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis Existing PM 12: Heidorn Ranch Road & Prewett Ranch Drive 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 23
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 170 7 6 67 57 133
Future Volume (Veh/h) 170 7 6 67 57 133
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86
Hourly flow rate (vph) 198 8 7 78 66 155
Pedestrians 1
Lane Width (ft) 12.0
Walking Speed (ft/s) 3.5
Percent Blockage 0
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 931
pX, platoon unblocked
vC, conflicting volume 120 67 222
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 120 67 222
tC, single (s) 6.8 6.9 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 77 99 99
cM capacity (veh/h) 863 988 1358
Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2
Volume Total 198 8 7 39 39 66 155
Volume Left 198 0 7 0 0 0 0
Volume Right 0 8 0 0 0 0 155
cSH 863 988 1358 1700 1700 1700 1700
Volume to Capacity 0.23 0.01 0.01 0.02 0.02 0.04 0.09
Queue Length 95th (ft) 22 1 0 0 0 0 0
Control Delay (s) 10.4 8.7 7.7 0.0 0.0 0.0 0.0
Lane LOS B A A
Approach Delay (s) 10.3 0.6 0.0
Approach LOS B
Intersection Summary
Average Delay 4.3
Intersection Capacity Utilization 21.1% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC Existing PM
12: Heidorn Ranch Road & Prewett Ranch Drive 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 24
Intersection
Int Delay, s/veh 4.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 170 7 6 67 57 133
Future Vol, veh/h 170 7 6 67 57 133
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 4 2 1
Mvmt Flow 198 8 7 78 66 155
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 120 67 222 0 - 0
Stage 1 67 - - - - -
Stage 2 53 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 875 1002 1359 - - -
Stage 1 961 - - - - -
Stage 2 969 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 869 1001 1358 - - -
Mov Cap-2 Maneuver 869 - - - - -
Stage 1 955 - - - - -
Stage 2 968 - - - - -
Approach EB NB SB
HCM Control Delay, s 10.3 0.6 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1358 - 869 1001 - -
HCM Lane V/C Ratio 0.005 - 0.227 0.008 - -
HCM Control Delay (s) 7.7 - 10.4 8.6 - -
HCM Lane LOS A - B A - -
HCM 95th %tile Q(veh) 0 - 0.9 0 - -
HCM Unsignalized Intersection Capacity Analysis Existing PM 13: Heidorn Ranch Road & Cole Ranch Drive 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 25
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 67 0 0 0 0 64
Future Volume (Veh/h) 67 0 0 0 0 64
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75
Hourly flow rate (vph) 89 0 0 0 0 85
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 0 0 85
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 0 0 85
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 91 100 100
cM capacity (veh/h) 1026 1091 1524
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 59 30 0 0 85
Volume Left 59 30 0 0 0
Volume Right 0 0 0 0 85
cSH 1026 1026 1700 1700 1700
Volume to Capacity 0.06 0.03 0.00 0.11 0.05
Queue Length 95th (ft) 5 2 0 0 0
Control Delay (s) 8.7 8.6 0.0 0.0 0.0
Lane LOS A A
Approach Delay (s) 8.7 0.0 0.0
Approach LOS A
Intersection Summary
Average Delay 4.4
Intersection Capacity Utilization 7.3% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC Existing PM
101: West Access & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 29
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 93 0 0 73 0 0
Future Vol, veh/h 93 0 0 73 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 108 0 0 85 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 108 0 151 54
Stage 1 - - - - 108 -
Stage 2 - - - - 43 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1495 - 831 1008
Stage 1 - - - - 910 -
Stage 2 - - - - 980 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1495 - 831 1008
Mov Cap-2 Maneuver - - - - 831 -
Stage 1 - - - - 910 -
Stage 2 - - - - 980 -
Approach EB WB NB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) - - - 1495 -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) - - - 0 -
HCM 6th TWSC Existing PM
102: Central Access & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 31
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 46 47 0 0 37 0 0 0 0 0 0 36
Future Vol, veh/h 46 47 0 0 37 0 0 0 0 0 0 36
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 49 50 0 0 39 0 0 0 0 0 0 38
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 39 0 - 50 0 0 168 187 25 162 187 20 Stage 1 - - - - - - 148 148 - 39 39 -
Stage 2 - - - - - - 20 39 - 123 148 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1584 - 0 1570 - 0 786 711 1052 793 711 1060 Stage 1 - - 0 - - 0 845 779 - 977 866 -
Stage 2 - - 0 - - 0 1002 866 - 874 779 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1584 - - 1570 - - 739 688 1052 774 688 1060 Mov Cap-2 Maneuver - - - - - - 739 688 - 774 688 -
Stage 1 - - - - - - 818 754 - 946 866 -
Stage 2 - - - - - - 966 866 - 846 754 -
Approach EB WB NB SB
HCM Control Delay, s 3.6 0 0 8.5

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBL WBT SBLn1
Capacity (veh/h) - 1584 - 1570 - 1060
HCM Lane V/C Ratio - 0.031 - - - 0.036
HCM Control Delay (s) 0 7.3 0 0 - 8.5
HCM Lane LOS A A A A - A
HCM 95th %tile Q(veh) - 0.1 - 0 - 0.1
HCM 6th TWSC Existing PM
103: East Access & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 33
Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 47 0 0 0 0 0 0 0 0 0 0 37
Future Vol, veh/h 47 0 0 0 0 0 0 0 0 0 0 37
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 80 - - 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0
Mvmt Flow 51 0 0 0 0 0 0 0 0 0 0 40
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1 0 0 0 0 0 123 103 - 103 103 1
Stage 1 - - - - - - 102 102 - 1 1 -
Stage 2 - - - - - - 21 1 - 102 102 -
Critical Hdwy 4.1 - - 4.1 - - 7.3 6.515 - 7.3 6.515 6.2 Critical Hdwy Stg 1 - - - - - - 6.5 5.515 - 6.1 5.515 - Critical Hdwy Stg 2 - - - - - - 6.1 5.515 - 6.5 5.515 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4.0095 - 3.5 4.0095 3.3 Pot Cap-1 Maneuver 1635 - - - - 0 850 789 0 877 789 1090 Stage 1 - - - - - 0 899 812 0 1027 897 -
Stage 2 - - - - - 0 1003 897 0 899 812 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1635 - - - - - 800 765 - 856 765 1090 Mov Cap-2 Maneuver - - - - - - 800 765 - 856 765 -
Stage 1 - - - - - - 871 787 - 995 897 -
Stage 2 - - - - - - 966 897 - 871 787 -
Approach EB WB NB SB
HCM Control Delay, s 7.3 0 0 8.4

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 1635 - - - - - 1090
HCM Lane V/C Ratio - - 0.031 - - - - - 0.036
HCM Control Delay (s) 0 0 7.3 - - 0 - 0 8.4
HCM Lane LOS A A A - - A - A A
HCM 95th %tile Q(veh) - - 0.1 - - - - - 0.1
HCM 6th AWSC Existing SAT
1: Canada Valley Road & Country Hills Drive 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 2
Intersection
Intersection Delay, s/veh 11.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 16 106 82 12 5 141 186 95 1 182 7
Future Vol, veh/h 4 16 106 82 12 5 141 186 95 1 182 7
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 0 6 2 2 0 0 0 1 1 0 1 14
Mvmt Flow 4 18 116 90 13 5 155 204 104 1 200 8
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 11 11.5 11.1 13

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0%
Vol Thru, % 0% 100% 0% 0% 13% 0% 71% 0% 96%
Vol Right, % 0% 0% 100% 0% 87% 0% 29% 0% 4%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 141 186 95 4 122 82 17 1 189
LT Vol 141 0 0 4 0 82 0 1 0
Through Vol 0 186 0 0 16 0 12 0 182
RT Vol 0 0 95 0 106 0 5 0 7
Lane Flow Rate 155 204 104 4 134 90 19 1 208
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.279 0.341 0.154 0.009 0.235 0.185 0.035 0.002 0.371 Departure Headway (Hd) 6.489 6.001 5.294 7.323 6.306 7.401 6.653 6.954 6.439 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 553 599 675 487 567 484 536 513 557
Service Time 4.238 3.751 3.044 5.087 4.07 5.166 4.418 4.713 4.198 HCM Lane V/C Ratio 0.28 0.341 0.154 0.008 0.236 0.186 0.035 0.002 0.373 HCM Control Delay 11.7 11.8 9 10.2 11 11.9 9.7 9.7 13
HCM Lane LOS B B A B B B A A B
HCM 95th-tile Q 1.1 1.5 0.5 0 0.9 0.7 0.1 0 1.7
HCM Signalized Intersection Capacity Analysis Existing SAT 2: Canada Valley Road & Bella Rose/Lowes 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 5 1 8 251 1 36 41 353 74 13 298 6
Future Volume (vph) 5 1 8 251 1 36 41 353 74 13 298 6
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 6.0 4.0 6.0
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.92 1.00 0.85 1.00 0.97 1.00 1.00
Flt Protected 0.98 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1723 1787 1622 1805 3510 1805 3528
Flt Permitted 0.98 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1723 1787 1622 1805 3510 1805 3528
Peak-hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 6 1 9 282 1 40 46 397 83 15 335 7
RTOR Reduction (vph) 0 9 0 0 29 0 0 13 0 0 1 0
Lane Group Flow (vph) 0 7 0 282 12 0 46 467 0 15 341 0
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 2
Heavy Vehicles (%) 0% 0% 0% 1% 0% 0% 0% 0% 1% 0% 2% 0%
Turn Type Split NA Split NA Prot NA Prot NA
Protected Phases 4 4 8 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 0.8 13.7 13.7 2.3 18.0 0.8 16.5
Effective Green, g (s) 0.8 13.7 13.7 2.3 18.0 0.8 16.5
Actuated g/C Ratio 0.02 0.27 0.27 0.04 0.35 0.02 0.32
Clearance Time (s) 4.0 4.0 4.0 4.0 6.0 4.0 6.0
Vehicle Extension (s) 2.0 2.0 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 26 477 433 80 1231 28 1134
v/s Ratio Prot c0.00 c0.16 0.01 c0.03 c0.13 0.01 0.10
v/s Ratio Perm
v/c Ratio 0.27 0.59 0.03 0.57 0.38 0.54 0.30
Uniform Delay, d1 25.0 16.4 13.9 24.0 12.5 25.1 13.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.1 1.3 0.0 6.1 0.3 9.5 0.2
Delay (s) 27.0 17.7 13.9 30.1 12.7 34.6 13.3
Level of Service C B B C B C B
Approach Delay (s) 27.0 17.2 14.3 14.2
Approach LOS C B B B
Intersection Summary
HCM 2000 Control Delay 15.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49
Actuated Cycle Length (s) 51.3 Sum of lost time (s) 18.0 Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
2: Canada Valley Road & Bella Rose/Lowes 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1 8 251 1 36 41 353 74 13 298 6 Future Volume (veh/h) 5 1 8 251 1 36 41 353 74 13 298 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1900 1885 1900 1870 1900 Adj Flow Rate, veh/h 6 1 9 282 1 40 46 397 83 15 335 7
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 0 0 1 0 0 0 0 1 0 2 0
Cap, veh/h 6 1 9 375 8 329 55 853 177 16 944 20
Arrive On Green 0.01 0.01 0.01 0.21 0.21 0.21 0.03 0.29 0.29 0.01 0.27 0.27 Sat Flow, veh/h 636 106 954 1795 39 1577 1810 2976 617 1810 3557 74 Grp Volume(v), veh/h 16 0 0 282 0 41 46 239 241 15 167 175 Grp Sat Flow(s),veh/h/ln 1696 0 0 1795 0 1616 1810 1805 1788 1810 1777 1855 Q Serve(g_s), s 0.3 0.0 0.0 5.5 0.0 0.8 0.9 4.0 4.1 0.3 2.8 2.8 Cycle Q Clear(g_c), s 0.3 0.0 0.0 5.5 0.0 0.8 0.9 4.0 4.1 0.3 2.8 2.8 Prop In Lane 0.37 0.56 1.00 0.98 1.00 0.34 1.00 0.04
Lane Grp Cap(c), veh/h 16 0 0 375 0 337 55 518 513 16 472 492 V/C Ratio(X) 0.97 0.00 0.00 0.75 0.00 0.12 0.84 0.46 0.47 0.93 0.35 0.36 Avail Cap(c_a), veh/h 733 0 0 1794 0 1615 782 1657 1641 782 1631 1703 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.3 0.0 0.0 13.8 0.0 11.9 17.9 10.9 10.9 18.3 11.0 11.0 Incr Delay (d2), s/veh 56.4 0.0 0.0 1.2 0.0 0.1 12.1 0.9 1.0 47.2 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 1.9 0.0 0.2 0.5 1.4 1.4 0.3 0.9 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.7 0.0 0.0 14.9 0.0 12.0 29.9 11.8 11.8 65.5 11.7 11.7 LnGrp LOS E A A B A B C B B E B B
Approach Vol, veh/h 16 323 526 357
Approach Delay, s/veh 74.7 14.5 13.4 13.9
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.3 16.6 4.4 5.1 15.8 11.7
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.3 6.1 2.3 2.9 4.8 7.5
Green Ext Time (p_c), s 0.0 4.4 0.0 0.0 3.0 0.6
Intersection Summary
HCM 6th Ctrl Delay 14.7
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis Existing SAT 3: Hillcrest Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 154 727 31 60 827 188 52 52 21 440 85 109 Future Volume (vph) 154 727 31 60 827 188 52 52 21 440 85 109 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 5098 1770 5136 1554 1805 3346 3502 3610 1561 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 5098 1770 5136 1554 1805 3346 3502 3610 1561 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 171 808 34 67 919 209 58 58 23 489 94 121 RTOR Reduction (vph) 0 2 0 0 0 135 0 21 0 0 0 93
Lane Group Flow (vph) 171 840 0 67 919 74 58 60 0 489 94 28 Confl. Peds. (#/hr) 5 5 2 3 3 2
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 1% 1% 3% 2% 1% 2% 0% 2% 5% 0% 0% 2%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 16.2 45.9 8.0 37.2 37.2 7.4 7.4 23.4 23.9 23.9 Effective Green, g (s) 16.2 45.9 8.0 37.2 37.2 7.4 7.4 23.4 23.9 23.9 Actuated g/C Ratio 0.16 0.44 0.08 0.36 0.36 0.07 0.07 0.22 0.23 0.23 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 277 2239 135 1828 553 127 236 784 825 357 v/s Ratio Prot c0.10 0.16 0.04 c0.18 0.03 c0.02 c0.14 0.03 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.62 0.38 0.50 0.50 0.13 0.46 0.25 0.62 0.11 0.08 Uniform Delay, d1 41.3 19.7 46.3 26.4 22.8 46.6 45.9 36.6 31.9 31.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.1 0.2 2.9 0.5 0.2 2.6 1.2 2.2 0.1 0.2 Delay (s) 45.3 19.9 49.2 26.9 23.0 49.2 47.1 38.8 32.0 31.8 Level of Service D B D C C D D D C C
Approach Delay (s) 24.2 27.4 48.0 36.7
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 29.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 104.5 Sum of lost time (s) 20.3 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
3: Hillcrest Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 154 727 31 60 827 188 52 52 21 440 85 109 Future Volume (veh/h) 154 727 31 60 827 188 52 52 21 440 85 109 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1856 1870 1885 1870 1900 1870 1826 1900 1900 1870 Adj Flow Rate, veh/h 171 808 34 67 919 209 58 58 23 489 94 121 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 3 2 1 2 0 2 5 0 0 2
Cap, veh/h 216 2141 90 88 1782 539 77 195 73 722 891 390 Arrive On Green 0.12 0.42 0.42 0.05 0.35 0.35 0.04 0.08 0.08 0.21 0.25 0.25 Sat Flow, veh/h 1795 5061 212 1781 5147 1557 1810 2522 942 3510 3610 1579 Grp Volume(v), veh/h 171 547 295 67 919 209 58 40 41 489 94 121 Grp Sat Flow(s),veh/h/ln 1795 1716 1843 1781 1716 1557 1810 1777 1688 1755 1805 1579 Q Serve(g_s), s 7.5 8.9 8.9 3.0 11.5 8.2 2.6 1.7 1.9 10.4 1.6 5.1 Cycle Q Clear(g_c), s 7.5 8.9 8.9 3.0 11.5 8.2 2.6 1.7 1.9 10.4 1.6 5.1 Prop In Lane 1.00 0.12 1.00 1.00 1.00 0.56 1.00 1.00
Lane Grp Cap(c), veh/h 216 1451 779 88 1782 539 77 138 131 722 891 390 V/C Ratio(X) 0.79 0.38 0.38 0.76 0.52 0.39 0.76 0.29 0.32 0.68 0.11 0.31 Avail Cap(c_a), veh/h 665 1695 910 660 2542 769 894 658 625 1734 1337 585 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.6 16.0 16.1 38.0 21.1 20.0 38.4 35.3 35.3 29.7 23.6 24.9 Incr Delay (d2), s/veh 6.5 0.3 0.6 12.5 0.5 1.0 14.0 2.4 2.9 2.4 0.1 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 3.4 3.7 1.6 4.5 3.0 1.4 0.8 0.9 4.5 0.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.1 16.4 16.7 50.5 21.6 21.0 52.4 37.7 38.2 32.1 23.7 25.8 LnGrp LOS D B B D C C D D D C C C
Approach Vol, veh/h 1013 1195 139 704
Approach Delay, s/veh 20.7 23.1 44.0 29.9
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.5 39.5 7.9 25.0 14.7 33.3 21.7 11.3 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 5.0 10.9 4.6 7.1 9.5 13.5 12.4 3.9 Green Ext Time (p_c), s 0.1 11.5 0.1 1.9 0.4 14.3 4.2 0.7 Intersection Summary
HCM 6th Ctrl Delay 24.8
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis Existing SAT 4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 9 1113 125 312 1015 29 137 12 278 30 7 6 Future Volume (vph) 9 1113 125 312 1015 29 137 12 278 30 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5042 1805 5112 3467 1900 1565 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5042 1805 5112 3467 1900 1565 1805 1768 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 9 1172 132 328 1068 31 144 13 293 32 7 6 RTOR Reduction (vph) 0 11 0 0 2 0 0 0 208 0 4 0
Lane Group Flow (vph) 9 1293 0 328 1097 0 144 13 85 32 9 0 Confl. Peds. (#/hr) 1 1 1 1 8 8
Confl. Bikes (#/hr) 7
Heavy Vehicles (%) 0% 1% 2% 0% 1% 0% 1% 0% 1% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 1.8 27.4 36.3 61.9 13.5 37.8 37.8 7.9 33.4 Effective Green, g (s) 1.8 27.4 36.3 61.9 13.5 37.8 37.8 7.9 33.4 Actuated g/C Ratio 0.01 0.21 0.28 0.48 0.10 0.29 0.29 0.06 0.26 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 24 1062 504 2434 360 552 455 109 454 v/s Ratio Prot 0.00 c0.26 c0.18 0.21 c0.04 0.01 0.02 0.00 v/s Ratio Perm c0.05
v/c Ratio 0.38 1.22 0.65 0.45 0.40 0.02 0.19 0.29 0.02
Uniform Delay, d1 63.5 51.3 41.3 22.7 54.5 32.9 34.6 58.4 36.1 Progression Factor 1.00 1.00 1.62 0.77 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.9 106.6 2.9 0.5 1.0 0.1 0.9 2.0 0.1 Delay (s) 76.5 157.9 69.8 17.9 55.5 33.0 35.5 60.4 36.1 Level of Service E F E B E C D E D
Approach Delay (s) 157.3 29.8 41.8 53.4
Approach LOS F C D D
Intersection Summary
HCM 2000 Control Delay 83.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 1113 125 312 1015 29 137 12 278 30 7 6 Future Volume (veh/h) 9 1113 125 312 1015 29 137 12 278 30 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 9 1172 132 328 1068 31 144 13 293 32 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 35 1937 218 216 2640 77 212 471 392 110 242 207 Arrive On Green 0.02 0.41 0.41 0.24 1.00 1.00 0.06 0.25 0.25 0.06 0.26 0.26 Sat Flow, veh/h 1810 4684 527 1810 5140 149 3483 1900 1582 1810 940 806 Grp Volume(v), veh/h 9 858 446 328 713 386 144 13 293 32 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1780 1810 1716 1858 1742 1900 1582 1810 0 1746 Q Serve(g_s), s 0.6 25.4 25.5 15.5 0.0 0.0 5.3 0.7 16.4 2.2 0.0 0.7 Cycle Q Clear(g_c), s 0.6 25.4 25.5 15.5 0.0 0.0 5.3 0.7 16.4 2.2 0.0 0.7 Prop In Lane 1.00 0.30 1.00 0.08 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 35 1419 736 216 1762 954 212 471 392 110 0 449 V/C Ratio(X) 0.26 0.60 0.61 1.52 0.40 0.40 0.68 0.03 0.75 0.29 0.00 0.03 Avail Cap(c_a), veh/h 216 1419 736 216 1762 954 871 471 392 452 0 449 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.89 0.86 0.86 0.86 0.89 0.89 0.89 1.00 0.00 1.00 Uniform Delay (d), s/veh 62.8 29.8 29.8 49.5 0.0 0.0 59.8 37.0 24.5 58.3 0.0 36.2 Incr Delay (d2), s/veh 4.9 1.7 3.3 253.5 0.6 1.1 4.7 0.1 11.0 2.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 10.8 11.5 21.3 0.1 0.3 2.5 0.3 7.4 1.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.7 31.5 33.1 303.0 0.6 1.1 64.5 37.1 35.5 60.4 0.0 36.3 LnGrp LOS E C C F A A E D D E A D
Approach Vol, veh/h 1313 1427 450 45
Approach Delay, s/veh 32.3 70.2 44.8 53.4
Approach LOS C E D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.0 59.6 12.4 38.0 7.0 72.6 12.4 38.0 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 15.5 29.2 32.5 33.4 15.5 29.2 32.5 32.2 Max Q Clear Time (g_c+I1), s 17.5 27.5 7.3 2.7 2.6 2.0 4.2 18.4 Green Ext Time (p_c), s 0.0 1.6 0.7 0.0 0.0 17.5 0.1 0.9 Intersection Summary
HCM 6th Ctrl Delay 51.1
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis Existing SAT 5: Canada Valley Road & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 79 1331 89 574 1220 311 94 73 435 365 140 68 Future Volume (vph) 79 1331 89 574 1220 311 94 73 435 365 140 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.89 0.85 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1593 3502 5136 1592 3502 1591 1515 3467 1786 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1593 3502 5136 1592 3502 1591 1515 3467 1786 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 83 1401 94 604 1284 327 99 77 458 384 147 72 RTOR Reduction (vph) 0 0 61 0 0 171 0 73 223 0 14 0
Lane Group Flow (vph) 83 1401 33 604 1284 156 99 201 38 384 205 0 Confl. Peds. (#/hr) 2 2 1 1 1 1
Confl. Bikes (#/hr) 3 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 0% 1% 0% 1% 1% 0%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 9.1 45.3 45.3 25.9 62.1 62.1 19.1 19.1 19.1 18.7 18.7 Effective Green, g (s) 9.1 45.3 45.3 25.9 62.1 62.1 19.1 19.1 19.1 18.7 18.7 Actuated g/C Ratio 0.07 0.35 0.35 0.20 0.48 0.48 0.15 0.15 0.15 0.14 0.14 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 245 1789 555 697 2453 760 514 233 222 498 256 v/s Ratio Prot 0.02 c0.27 c0.17 0.25 0.03 c0.13 0.11 c0.11 v/s Ratio Perm 0.02 0.10 0.03
v/c Ratio 0.34 0.78 0.06 0.87 0.52 0.21 0.19 0.86 0.17 0.77 0.80 Uniform Delay, d1 57.6 37.9 28.2 50.4 23.6 19.7 48.7 54.2 48.5 53.6 53.9 Progression Factor 1.00 1.07 3.84 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 1.3 0.1 10.7 0.8 0.6 0.1 25.9 0.1 6.6 15.5 Delay (s) 57.9 41.8 108.3 61.0 24.4 20.3 48.7 80.1 48.7 60.2 69.4 Level of Service E D F E C C D F D E E
Approach Delay (s) 46.6 33.8 62.3 63.5
Approach LOS D C E E
Intersection Summary
HCM 2000 Control Delay 45.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.82
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
5: Canada Valley Road & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 1331 89 574 1220 311 94 73 435 365 140 68 Future Volume (veh/h) 79 1331 89 574 1220 311 94 73 435 365 140 68 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1885 1900 1885 1885 1900 Adj Flow Rate, veh/h 83 1401 94 604 1284 327 99 0 509 384 147 72 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 0 0 1 0 0 1 0 1 1 0
Cap, veh/h 231 1762 543 664 2397 749 596 0 529 496 169 83 Arrive On Green 0.13 0.68 0.68 0.19 0.47 0.47 0.16 0.00 0.16 0.14 0.14 0.14 Sat Flow, veh/h 3510 5147 1585 3510 5147 1608 3619 0 3214 3483 1188 582 Grp Volume(v), veh/h 83 1401 94 604 1284 327 99 0 509 384 0 219 Grp Sat Flow(s),veh/h/ln 1755 1716 1585 1755 1716 1608 1810 0 1607 1742 0 1770 Q Serve(g_s), s 2.8 24.5 2.8 21.9 23.1 17.7 3.1 0.0 20.4 13.8 0.0 15.7 Cycle Q Clear(g_c), s 2.8 24.5 2.8 21.9 23.1 17.7 3.1 0.0 20.4 13.8 0.0 15.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33
Lane Grp Cap(c), veh/h 231 1762 543 664 2397 749 596 0 529 496 0 252 V/C Ratio(X) 0.36 0.80 0.17 0.91 0.54 0.44 0.17 0.00 0.96 0.77 0.00 0.87 Avail Cap(c_a), veh/h 513 1762 543 783 2397 749 596 0 529 573 0 291 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.10 0.10 0.10 0.66 0.66 0.66 1.00 0.00 1.00 0.93 0.00 0.93 Uniform Delay (d), s/veh 54.0 17.3 13.9 51.6 24.7 23.3 46.6 0.0 53.9 53.7 0.0 54.6 Incr Delay (d2), s/veh 0.0 0.4 0.1 8.6 0.6 1.2 0.0 0.0 29.4 4.4 0.0 18.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 5.8 1.0 10.4 9.5 7.0 1.4 0.0 10.4 6.4 0.0 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.0 17.7 14.0 60.2 25.3 24.5 46.7 0.0 83.3 58.1 0.0 73.0 LnGrp LOS D B B E C C D A F E A E
Approach Vol, veh/h 1578 2215 608 603
Approach Delay, s/veh 19.4 34.7 77.3 63.5
Approach LOS B C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 28.6 51.3 23.6 12.6 67.4 26.5
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 29.0 37.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 23.9 26.5 17.7 4.8 25.1 22.4 Green Ext Time (p_c), s 0.7 8.2 0.7 0.1 14.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 38.5
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis Existing SAT 6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1567 710 249 1753 0 0 0 0 599 5 505 Future Volume (vph) 0 1567 710 249 1753 0 0 0 0 599 5 505 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1576 3502 5187 1698 1704 1599
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1576 3502 5187 1698 1704 1599
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 1649 747 262 1845 0 0 0 0 631 5 532
RTOR Reduction (vph) 0 0 427 0 0 0 0 0 0 0 0 35
Lane Group Flow (vph) 0 1649 320 262 1845 0 0 0 0 315 321 497 Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 4 1
Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% 0% 0% 0% 1% 0% 1%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 50.6 50.6 12.0 67.3 43.6 43.6 43.6 Effective Green, g (s) 50.6 50.6 12.0 67.3 43.6 43.6 43.6 Actuated g/C Ratio 0.42 0.42 0.10 0.55 0.36 0.36 0.36
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2140 656 346 2875 609 611 574
v/s Ratio Prot c0.32 0.07 c0.36
v/s Ratio Perm 0.20 0.19 0.19 c0.31
v/c Ratio 0.77 0.49 0.76 0.64 0.52 0.53 0.87
Uniform Delay, d1 30.4 25.9 53.3 18.7 30.6 30.7 36.2
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.8 2.6 8.2 1.1 0.3 0.4 12.6
Delay (s) 33.2 28.5 61.4 19.8 30.9 31.1 48.8
Level of Service C C E B C C D
Approach Delay (s) 31.7 25.0 0.0 39.1
Approach LOS C C A D
Intersection Summary
HCM 2000 Control Delay 30.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 121.4 Sum of lost time (s) 15.2 Intersection Capacity Utilization 80.5% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1567 710 249 1753 0 0 0 0 599 5 505 Future Volume (veh/h) 0 1567 710 249 1753 0 0 0 0 599 5 505 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1900 1900 0 1885 1900 1885 Adj Flow Rate, veh/h 0 1649 747 262 1845 0 635 0 532
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 0 0 0 1 0 1
Cap, veh/h 0 2227 682 319 2926 0 1240 0 552
Arrive On Green 0.00 0.43 0.43 0.09 0.56 0.00 0.35 0.00 0.35 Sat Flow, veh/h 0 5316 1575 3510 5358 0 3591 0 1598
Grp Volume(v), veh/h 0 1649 747 262 1845 0 635 0 532
Grp Sat Flow(s),veh/h/ln 0 1716 1575 1755 1729 0 1795 0 1598 Q Serve(g_s), s 0.0 31.0 50.2 8.5 27.9 0.0 16.3 0.0 37.9 Cycle Q Clear(g_c), s 0.0 31.0 50.2 8.5 27.9 0.0 16.3 0.0 37.9 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2227 682 319 2926 0 1240 0 552 V/C Ratio(X) 0.00 0.74 1.10 0.82 0.63 0.00 0.51 0.00 0.96 Avail Cap(c_a), veh/h 0 2227 682 1068 2926 0 1557 0 693 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 27.5 32.9 51.8 17.1 0.0 30.2 0.0 37.3 Incr Delay (d2), s/veh 0.0 2.3 63.7 2.0 1.0 0.0 0.1 0.0 21.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 12.9 30.6 3.8 10.9 0.0 7.0 0.0 17.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 29.7 96.6 53.8 18.2 0.0 30.3 0.0 58.8 LnGrp LOS A C F D B A C A E
Approach Vol, veh/h 2396 2107 1167
Approach Delay, s/veh 50.6 22.6 43.3
Approach LOS D C D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 15.2 56.0 44.8 71.2
Change Period (Y+Rc), s * 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 35 50.2 * 50 50.2
Max Q Clear Time (g_c+I1), s 10.5 52.2 39.9 29.9
Green Ext Time (p_c), s 0.0 0.0 0.2 3.6
Intersection Summary
HCM 6th Ctrl Delay 38.7
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis Existing SAT 7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1707 482 94 1234 607 729 52 349 0 0 0 Future Volume (vph) 0 1707 482 94 1234 607 729 52 349 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1569 3467 5136 1565 1698 1715 1589 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1569 3467 5136 1565 1698 1715 1589 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 1760 497 97 1272 626 752 54 360 0 0 0 RTOR Reduction (vph) 0 0 161 0 0 232 0 0 223 0 0 0
Lane Group Flow (vph) 0 1760 336 97 1272 394 399 407 137 0 0 0 Confl. Peds. (#/hr) 7 3 3 7 5 5
Confl. Bikes (#/hr) 8
Heavy Vehicles (%) 0% 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 46.0 46.0 6.7 56.4 56.4 29.6 29.6 29.6 Effective Green, g (s) 46.0 46.0 6.7 56.4 56.4 29.6 29.6 29.6 Actuated g/C Ratio 0.47 0.47 0.07 0.58 0.58 0.30 0.30 0.30 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2413 737 237 2958 901 513 518 480
v/s Ratio Prot c0.34 0.03 0.25
v/s Ratio Perm 0.21 c0.25 0.24 0.24 0.09
v/c Ratio 0.73 0.46 0.41 0.43 0.44 0.78 0.79 0.28
Uniform Delay, d1 20.9 17.5 43.7 11.7 11.8 31.2 31.2 26.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 0.2 0.4 0.0 0.1 6.7 7.1 0.1
Delay (s) 21.9 17.7 44.1 11.7 11.9 37.8 38.4 26.2
Level of Service C B D B B D D C
Approach Delay (s) 21.0 13.4 34.4 0.0
Approach LOS C B C A
Intersection Summary
HCM 2000 Control Delay 21.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 97.9 Sum of lost time (s) 15.6 Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1707 482 94 1234 607 729 52 349 0 0 0 Future Volume (veh/h) 0 1707 482 94 1234 607 729 52 349 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 1885 1885 1900 1900 Adj Flow Rate, veh/h 0 1760 497 97 1272 626 791 0 360
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 1 1 0 0
Cap, veh/h 0 2059 619 269 2835 877 943 0 421
Arrive On Green 0.00 0.40 0.40 0.08 0.55 0.55 0.26 0.00 0.26 Sat Flow, veh/h 0 5316 1548 3483 5147 1592 3591 0 1601
Grp Volume(v), veh/h 0 1760 497 97 1272 626 791 0 360
Grp Sat Flow(s),veh/h/ln 0 1716 1548 1742 1716 1592 1795 0 1601 Q Serve(g_s), s 0.0 19.9 18.1 1.7 9.4 18.6 13.3 0.0 13.7 Cycle Q Clear(g_c), s 0.0 19.9 18.1 1.7 9.4 18.6 13.3 0.0 13.7 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2059 619 269 2835 877 943 0 421 V/C Ratio(X) 0.00 0.85 0.80 0.36 0.45 0.71 0.84 0.00 0.86 Avail Cap(c_a), veh/h 0 4048 1218 1108 4048 1252 2808 0 1252 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.5 16.9 28.0 8.5 10.6 22.2 0.0 22.4 Incr Delay (d2), s/veh 0.0 0.4 0.9 0.3 0.0 0.4 0.8 0.0 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.0 5.8 0.7 2.9 5.3 5.3 0.0 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.9 17.9 28.3 8.6 11.0 23.0 0.0 24.4 LnGrp LOS A B B C A B C A C
Approach Vol, veh/h 2257 1995 1151
Approach Delay, s/veh 17.9 10.3 23.4
Approach LOS B B C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.6 32.3 42.0 21.9
Change Period (Y+Rc), s * 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 20 * 50 50.2 49.9
Max Q Clear Time (g_c+I1), s 3.7 21.9 20.6 15.7
Green Ext Time (p_c), s 0.0 3.2 1.9 0.2
Intersection Summary
HCM 6th Ctrl Delay 16.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis Existing SAT 8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 410 953 166 107 1155 71 306 155 63 196 98 277 Future Volume (vph) 410 953 166 107 1155 71 306 155 63 196 98 277 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 1.00 0.89
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1588 3502 5136 1615 3467 3380 3502 3152 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1588 3502 5136 1615 3467 3380 3502 3152 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 427 993 173 111 1203 74 319 161 66 204 102 289 RTOR Reduction (vph) 0 0 98 0 0 48 0 37 0 0 253 0
Lane Group Flow (vph) 427 993 75 111 1203 26 319 190 0 204 138 0 Confl. Peds. (#/hr) 2 2 3 6 6 3
Confl. Bikes (#/hr) 6 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 1% 1% 3% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 19.2 45.7 45.7 11.1 37.3 37.3 14.6 13.8 12.5 12.7 Effective Green, g (s) 19.2 45.7 45.7 11.1 37.3 37.3 14.6 13.8 12.5 12.7 Actuated g/C Ratio 0.18 0.43 0.43 0.11 0.35 0.35 0.14 0.13 0.12 0.12 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 637 2224 687 368 1815 570 479 442 414 379 v/s Ratio Prot c0.12 0.19 0.03 c0.23 c0.09 c0.06 0.06 0.04 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.67 0.45 0.11 0.30 0.66 0.05 0.67 0.43 0.49 0.36 Uniform Delay, d1 40.2 21.0 17.8 43.6 28.8 22.4 43.1 42.2 43.5 42.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.6 0.2 0.1 0.2 1.0 0.0 2.7 0.9 0.3 0.2 Delay (s) 43.8 21.2 17.9 43.8 29.8 22.5 45.8 43.1 43.9 42.9 Level of Service D C B D C C D D D D
Approach Delay (s) 26.9 30.5 44.7 43.2
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 32.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.64
Actuated Cycle Length (s) 105.5 Sum of lost time (s) 22.7 Intersection Capacity Utilization 76.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 410 953 166 107 1155 71 306 155 63 196 98 277 Future Volume (veh/h) 410 953 166 107 1155 71 306 155 63 196 98 277 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1885 1885 1856 1900 1900 1885 Adj Flow Rate, veh/h 427 993 173 111 1203 74 319 161 66 204 102 289 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 0 0 1 0 1 1 3 0 0 1
Cap, veh/h 533 1943 598 356 1668 521 401 478 187 403 345 305 Arrive On Green 0.15 0.38 0.38 0.10 0.32 0.32 0.12 0.19 0.19 0.11 0.19 0.19 Sat Flow, veh/h 3510 5147 1583 3510 5147 1607 3483 2497 977 3510 1805 1595 Grp Volume(v), veh/h 427 993 173 111 1203 74 319 113 114 204 102 289 Grp Sat Flow(s),veh/h/ln 1755 1716 1583 1755 1716 1607 1742 1791 1683 1755 1805 1595 Q Serve(g_s), s 12.2 15.5 8.0 3.1 21.5 3.4 9.3 5.7 6.1 5.7 5.0 18.7 Cycle Q Clear(g_c), s 12.2 15.5 8.0 3.1 21.5 3.4 9.3 5.7 6.1 5.7 5.0 18.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.58 1.00 1.00
Lane Grp Cap(c), veh/h 533 1943 598 356 1668 521 401 343 322 403 345 305 V/C Ratio(X) 0.80 0.51 0.29 0.31 0.72 0.14 0.80 0.33 0.35 0.51 0.30 0.95 Avail Cap(c_a), veh/h 681 1985 611 691 1985 620 669 686 644 674 345 305 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.7 25.0 22.7 43.5 31.1 24.9 44.9 36.4 36.5 43.3 36.1 41.6 Incr Delay (d2), s/veh 7.5 0.3 0.4 0.2 1.3 0.2 1.4 0.8 0.9 0.4 0.2 37.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 6.3 3.0 1.3 8.9 1.3 4.1 2.6 2.6 2.5 2.2 10.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.2 25.3 23.0 43.6 32.3 25.1 46.3 37.2 37.5 43.7 36.3 79.3 LnGrp LOS D C C D C C D D D D D E
Approach Vol, veh/h 1593 1388 546 595
Approach Delay, s/veh 31.7 32.8 42.6 59.7
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.1 46.1 16.0 26.0 21.6 40.6 16.0 26.0 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 20.5 40.2 20.0 * 20 * 20 40.2 20.0 39.9 Max Q Clear Time (g_c+I1), s 5.1 17.5 11.3 20.7 14.2 23.5 7.7 8.1 Green Ext Time (p_c), s 0.1 11.0 0.4 0.0 1.6 10.3 0.3 2.0 Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis Existing SAT 9: Empire Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 348 765 86 97 874 146 149 69 36 293 195 173 Future Volume (vph) 348 765 86 97 874 146 149 69 36 293 195 173 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5136 1573 1787 5136 1590 3467 1900 1594 3502 3300 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5136 1573 1787 5136 1590 3467 1900 1594 3502 3300 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 359 789 89 100 901 151 154 71 37 302 201 178 RTOR Reduction (vph) 0 0 43 0 0 94 0 0 33 0 121 0
Lane Group Flow (vph) 359 789 46 100 901 57 154 71 4 302 258 0 Confl. Peds. (#/hr) 3 2 2 3 2 1 1 2
Confl. Bikes (#/hr) 4
Heavy Vehicles (%) 0% 1% 1% 1% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 30.5 67.7 67.7 12.2 49.4 49.4 12.3 12.3 12.3 17.1 17.1 Effective Green, g (s) 30.5 67.7 67.7 12.2 49.4 49.4 12.3 12.3 12.3 17.1 17.1 Actuated g/C Ratio 0.23 0.52 0.52 0.09 0.38 0.38 0.09 0.09 0.09 0.13 0.13 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 423 2674 819 167 1951 604 328 179 150 460 434 v/s Ratio Prot c0.20 0.15 0.06 c0.18 c0.04 0.04 c0.09 0.08 v/s Ratio Perm 0.03 0.04 0.00
v/c Ratio 0.85 0.30 0.06 0.60 0.46 0.09 0.47 0.40 0.02 0.66 0.60 Uniform Delay, d1 47.5 17.6 15.4 56.6 30.3 25.9 55.8 55.4 53.4 53.7 53.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 14.1 0.3 0.1 3.8 0.8 0.3 1.4 2.0 0.1 3.7 2.6 Delay (s) 61.6 17.9 15.5 60.4 31.1 26.2 57.2 57.3 53.5 57.4 55.7 Level of Service E B B E C C E E D E E
Approach Delay (s) 30.4 33.0 56.7 56.5
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 38.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.60
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary Existing SAT
9: Empire Avenue & Lone Tree Way 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 348 765 86 97 874 146 149 69 36 293 195 173 Future Volume (veh/h) 348 765 86 97 874 146 149 69 36 293 195 173 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 359 789 89 100 901 151 154 71 37 302 201 178 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 0 1 0 0 0 1 1
Cap, veh/h 387 2912 890 134 2198 686 298 162 137 402 211 177 Arrive On Green 0.21 0.57 0.57 0.07 0.43 0.43 0.09 0.09 0.09 0.11 0.11 0.11 Sat Flow, veh/h 1810 5147 1573 1795 5147 1607 3483 1900 1599 3510 1845 1544 Grp Volume(v), veh/h 359 789 89 100 901 151 154 71 37 302 195 184 Grp Sat Flow(s),veh/h/ln 1810 1716 1573 1795 1716 1607 1742 1900 1599 1755 1791 1598 Q Serve(g_s), s 25.3 10.2 3.4 7.1 15.8 7.7 5.5 4.6 2.8 10.8 14.0 14.9 Cycle Q Clear(g_c), s 25.3 10.2 3.4 7.1 15.8 7.7 5.5 4.6 2.8 10.8 14.0 14.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97
Lane Grp Cap(c), veh/h 387 2912 890 134 2198 686 298 162 137 402 205 183 V/C Ratio(X) 0.93 0.27 0.10 0.74 0.41 0.22 0.52 0.44 0.27 0.75 0.95 1.01 Avail Cap(c_a), veh/h 571 2912 890 221 2198 686 380 208 175 402 205 183 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.1 14.5 13.0 58.9 25.9 23.6 56.9 56.5 55.6 55.7 57.2 57.6 Incr Delay (d2), s/veh 12.4 0.2 0.2 3.0 0.6 0.7 2.0 2.6 1.5 8.2 48.6 68.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.8 4.0 1.3 3.3 6.6 3.1 2.5 2.3 1.2 5.3 9.1 9.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.5 14.7 13.2 62.0 26.4 24.3 58.8 59.1 57.1 64.0 105.8 125.6 LnGrp LOS E B B E C C E E E E F F
Approach Vol, veh/h 1237 1152 262 681
Approach Delay, s/veh 28.5 29.2 58.7 92.6
Approach LOS C C E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.7 79.4 20.0 31.8 61.3 16.9
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 16.0 64.2 14.9 41.0 39.2 14.2 Max Q Clear Time (g_c+I1), s 9.1 12.2 16.9 27.3 17.8 7.5 Green Ext Time (p_c), s 0.1 10.5 0.0 0.5 9.6 0.8
Intersection Summary
HCM 6th Ctrl Delay 44.2
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary Existing SAT
10: Heidorn Ranch Road & Kohls Driveway 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 30 263 157 24 289 129
Future Volume (veh/h) 30 263 157 24 289 129
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1870 1900 1885 1885
Adj Flow Rate, veh/h 33 286 171 26 314 140
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 2 0 1 1
Cap, veh/h 419 373 509 76 403 1846
Arrive On Green 0.23 0.23 0.16 0.16 0.22 0.52
Sat Flow, veh/h 1810 1610 3194 464 1795 3676
Grp Volume(v), veh/h 33 286 97 100 314 140
Grp Sat Flow(s),veh/h/ln 1810 1610 1777 1787 1795 1791
Q Serve(g_s), s 0.5 5.2 1.5 1.6 5.2 0.6
Cycle Q Clear(g_c), s 0.5 5.2 1.5 1.6 5.2 0.6
Prop In Lane 1.00 1.00 0.26 1.00
Lane Grp Cap(c), veh/h 419 373 292 294 403 1846
V/C Ratio(X) 0.08 0.77 0.33 0.34 0.78 0.08
Avail Cap(c_a), veh/h 2117 1883 1910 1921 1135 3397
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.5 11.4 11.7 11.7 11.5 3.9
Incr Delay (d2), s/veh 0.0 1.3 0.9 1.0 1.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 1.5 0.5 0.6 1.6 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.5 12.6 12.6 12.7 12.8 3.9
LnGrp LOS A B B B B A
Approach Vol, veh/h 319 197 454
Approach Delay, s/veh 12.3 12.6 10.0
Approach LOS B B B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 11.1 9.2 20.3 11.3
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 7.2 3.6 2.6 7.2
Green Ext Time (p_c), s 0.4 1.6 1.2 0.5
Intersection Summary
HCM 6th Ctrl Delay 11.3
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis Existing SAT 11: Heidorn Ranch Road & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 21
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 50 36 0 155 71 46 113
Future Volume (vph) 50 36 0 155 71 46 113
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.95 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3379 1805 3610
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3379 1805 3610
Peak-hour factor, PHF 0.87 0.87 0.92 0.87 0.87 0.87 0.87 Adj. Flow (vph) 57 41 0 178 82 53 130
RTOR Reduction (vph) 0 37 0 26 0 0 0
Lane Group Flow (vph) 57 4 0 234 0 53 130
Confl. Peds. (#/hr) 1 1 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 0% 0%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 5.4 5.4 37.5 3.9 45.4
Effective Green, g (s) 5.4 5.4 37.5 3.9 45.4
Actuated g/C Ratio 0.09 0.09 0.64 0.07 0.77
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 162 148 2154 119 2787
v/s Ratio Prot c0.03 c0.07 c0.03 0.04
v/s Ratio Perm 0.00
v/c Ratio 0.35 0.03 0.11 0.45 0.05
Uniform Delay, d1 25.1 24.3 4.1 26.4 1.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.5 0.0 0.1 1.0 0.0
Delay (s) 25.5 24.3 4.2 27.4 1.6
Level of Service C C A C A
Approach Delay (s) 25.0 4.2 9.1
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 9.6 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.16
Actuated Cycle Length (s) 58.8 Sum of lost time (s) 12.0 Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC Existing SAT
12: Heidorn Ranch Road & Prewett Ranch Drive 09/26/2022 Brentwood Costco TIA Synchro 11 Report
MAR Page 24
Intersection
Int Delay, s/veh 4.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 170 3 2 45 47 102
Future Vol, veh/h 170 3 2 45 47 102
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 1 0 0 4 0 1
Mvmt Flow 191 3 2 51 53 115
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 84 54 169 0 - 0
Stage 1 54 - - - - -
Stage 2 30 - - - - -
Critical Hdwy 6.615 6.2 4.1 - - -
Critical Hdwy Stg 1 5.415 - - - - -
Critical Hdwy Stg 2 5.815 - - - - -
Follow-up Hdwy 3.5095 3.3 2.2 - - -
Pot Cap-1 Maneuver 916 1019 1421 - - -
Stage 1 971 - - - - -
Stage 2 992 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 913 1018 1420 - - -
Mov Cap-2 Maneuver 913 - - - - -
Stage 1 969 - - - - -
Stage 2 991 - - - - -
Approach EB NB SB
HCM Control Delay, s 10 0.3 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1420 - 913 1018 - -
HCM Lane V/C Ratio 0.002 - 0.209 0.003 - -
HCM Control Delay (s) 7.5 - 10 8.5 - -
HCM Lane LOS A - B A - -
HCM 95th %tile Q(veh) 0 - 0.8 0 - -
HCM Unsignalized Intersection Capacity Analysis Existing SAT 13: Heidorn Ranch Road & Cole Ranch Drive 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 25
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 58 0 0 0 0 63
Future Volume (Veh/h) 58 0 0 0 0 63
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Hourly flow rate (vph) 65 0 0 0 0 71
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 0 0 71
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 0 0 71
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 94 100 100
cM capacity (veh/h) 1023 1091 1542
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 43 22 0 0 71
Volume Left 43 22 0 0 0
Volume Right 0 0 0 0 71
cSH 1023 1023 1700 1700 1700
Volume to Capacity 0.04 0.02 0.00 0.11 0.04
Queue Length 95th (ft) 3 2 0 0 0
Control Delay (s) 8.7 8.6 0.0 0.0 0.0
Lane LOS A A
Approach Delay (s) 8.6 0.0 0.0
Approach LOS A
Intersection Summary
Average Delay 4.1
Intersection Capacity Utilization 7.2% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC Existing SAT
101: West Access & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 29
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 117 0 0 86 0 0
Future Vol, veh/h 117 0 0 86 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 25 25 25 25 25 25
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 468 0 0 344 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 468 0 640 234
Stage 1 - - - - 468 -
Stage 2 - - - - 172 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1104 - 412 774
Stage 1 - - - - 602 -
Stage 2 - - - - 847 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1104 - 412 774
Mov Cap-2 Maneuver - - - - 412 -
Stage 1 - - - - 602 -
Stage 2 - - - - 847 -
Approach EB WB NB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) - - - 1104 -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) - - - 0 -
HCM 6th TWSC Existing SAT
102: Central Access & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 31
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 59 0 0 43 0 0 0 0 0 0 43
Future Vol, veh/h 58 59 0 0 43 0 0 0 0 0 0 43
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 25 25 25 25 25 25 25 25 25 25 25 25
Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 232 236 0 0 172 0 0 0 0 0 0 172
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 172 0 - 236 0 0 786 872 118 754 872 86 Stage 1 - - - - - - 700 700 - 172 172 -
Stage 2 - - - - - - 86 172 - 582 700 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1417 - 0 1343 - 0 286 291 918 302 291 962 Stage 1 - - 0 - - 0 401 444 - 819 760 -
Stage 2 - - 0 - - 0 918 760 - 471 444 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1417 - - 1343 - - 201 236 918 258 236 962 Mov Cap-2 Maneuver - - - - - - 201 236 - 258 236 -
Stage 1 - - - - - - 326 361 - 665 760 -
Stage 2 - - - - - - 754 760 - 382 361 -
Approach EB WB NB SB
HCM Control Delay, s 4.1 0 0 9.6

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBL WBT SBLn1
Capacity (veh/h) - 1417 - 1343 - 962
HCM Lane V/C Ratio - 0.164 - - - 0.179
HCM Control Delay (s) 0 8 0.3 0 - 9.6
HCM Lane LOS A A A A - A
HCM 95th %tile Q(veh) - 0.6 - 0 - 0.6
HCM 6th TWSC Existing SAT
103: East Access & Lone Tree Plaza 09/26/2022
Brentwood Costco TIA Synchro 11 Report
MAR Page 33
Intersection
Int Delay, s/veh 8.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 59 0 0 0 0 0 0 0 0 0 0 43
Future Vol, veh/h 59 0 0 0 0 0 0 0 0 0 0 43
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 80 - - 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 25 25 25 25 25 25 25 25 25 25 25 25
Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 236 0 0 0 0 0 0 0 0 0 0 172
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 4 0 0 0 0 0 562 476 - 476 476 4
Stage 1 - - - - - - 472 472 - 4 4 -
Stage 2 - - - - - - 90 4 - 472 472 -
Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 - 7.3 6.5 6.2
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.1 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 - 3.5 4 3.3
Pot Cap-1 Maneuver 1631 - - - - 0 427 491 0 489 491 1085 Stage 1 - - - - - 0 547 562 0 1024 897 -
Stage 2 - - - - - 0 922 897 0 547 562 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1631 - - - - - 319 420 - 435 420 1085 Mov Cap-2 Maneuver - - - - - - 319 420 - 435 420 -
Stage 1 - - - - - - 468 481 - 876 897 -
Stage 2 - - - - - - 776 897 - 468 481 -
Approach EB WB NB SB
HCM Control Delay, s 7.6 0 0 8.9

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 1631 - - - - - 1085
HCM Lane V/C Ratio - - 0.145 - - - - - 0.159
HCM Control Delay (s) 0 0 7.6 - - 0 - 0 8.9
HCM Lane LOS A A A - - A - A A
HCM 95th %tile Q(veh) - - 0.5 - - - - - 0.6
Appendix C - Project Trips
H:\26\26600 - Brentwood (Lone Tree) Costco\report\figs\26600_Figures.dwg Jan 06, 2023 - 5:09pm - mruiz-leon Layout Tab: Fig X Primary PM Primary Project Trips Weekday PM Peak Hour Brentwood, California C-1 Brentwood (Lone Tree) Costco Warehouse Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Canada Valley Rd / Country Hills Dr A B C Canada Valley Rd / Lowe's Dwy Hillcrest Ave / Lone Tree Wy Heidorn Ranch Rd / Lone Tree Wy Canada Valley Rd / Lone Tree Wy SR-4 SB Ramp / Lone Tree Wy Jeffery Wy / Lone Tree Wy Shady Willow Ln/ Slatten Ranch Rd / Lone Tree Wy Empire Ave / Lone Tree Wy Heidorn Ranch Rd / Sand Creek Road Heidorn Ranch Rd / Kohl's Dwy Heidorn Ranch Rd / Lone Tree Plaza Dr Heidorn Ranch Rd / Prewett Ranch Dr Central Access / Lone Tree Plaza Dr West Access / Lone Tree Plaza Dr Heidorn Ranch Rd / Cole Ranch Ln Canada Valley Rd / Lone Tree Plaza Dr 17 15
17 15
31 46 5135
86 114 77 101
17 76
15 114 68101
61 12269 108
61 5369 47 8 449 39 8 935 31
200 178
46 178 52200
259 20222 227
151
28 12290 76
76 56 83 37 113
31 17
35 15
31 35
35 31
C:\Users\mruiz-leon\appdata\local\temp\AcPublish_24784\26600_Figures.dwg Sep 29, 2022 - 4:59pm - mruiz-leon Layout Tab: Fig X Primary SAT Primary Project Trips Saturday Midday Peak Hour Brentwood, California C-2 Brentwood (Lone Tree) Costco Warehouse Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Canada Valley Rd / Country Hills Dr A B C Canada Valley Rd / Lowe's Dwy Hillcrest Ave / Lone Tree Wy Heidorn Ranch Rd / Lone Tree Wy Canada Valley Rd / Lone Tree Wy SR-4 SB Ramp / Lone Tree Wy Jeffery Wy / Lone Tree Wy Shady Willow Ln/ Slatten Ranch Rd / Lone Tree Wy Empire Ave / Lone Tree Wy Heidorn Ranch Rd / Sand Creek Road Heidorn Ranch Rd / Kohl's Dwy Heidorn Ranch Rd / Lone Tree Plaza Dr Heidorn Ranch Rd / Prewett Ranch Dr Central Access / Lone Tree Plaza Dr West Access / Lone Tree Plaza Dr Heidorn Ranch Rd / Cole Ranch Ln Canada Valley Rd / Lone Tree Plaza Dr 26 25
26 25
49 74 7651
127
169 123 163
27 113
25 169 108 163
99 180 103 172
99 77 103 73
12 6413 61
12 1351 49
296 286
74 286 77296
37 14 32436 336
224
42 194 144 112
112
85 133 56 180
49 26
51 25
49 51
51 49
C:\Users\mruiz-leon\appdata\local\temp\AcPublish_24784\26600_Figures.dwg Sep 29, 2022 - 4:59pm - mruiz-leon Layout Tab: Fig X Pass PM Pass-By Project Trips Weekday PM Peak Hour Brentwood, California C-3 Brentwood (Lone Tree) Costco Warehouse Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Canada Valley Rd / Country Hills Dr A B C Canada Valley Rd / Lowe's Dwy Hillcrest Ave / Lone Tree Wy Heidorn Ranch Rd / Lone Tree Wy Canada Valley Rd / Lone Tree Wy SR-4 SB Ramp / Lone Tree Wy Jeffery Wy / Lone Tree Wy Shady Willow Ln/ Slatten Ranch Rd / Lone Tree Wy Empire Ave / Lone Tree Wy Heidorn Ranch Rd / Sand Creek Road Heidorn Ranch Rd / Kohl's Dwy Heidorn Ranch Rd / Lone Tree Plaza Dr Heidorn Ranch Rd / Prewett Ranch Dr Central Access / Lone Tree Plaza Dr West Access / Lone Tree Plaza Dr Heidorn Ranch Rd / Cole Ranch Ln Canada Valley Rd / Lone Tree Plaza Dr 53 58 -5151 47-47
-11-24
24 271 311 233 24
16 33 2015 8 8
67 98 449
C:\Users\mruiz-leon\appdata\local\temp\AcPublish_24784\26600_Figures.dwg Sep 29, 2022 - 4:59pm - mruiz-leon Layout Tab: Fig X Pass SAT Pass-By Project Trips Saturday Midday Peak Hour Brentwood, California C-4 Brentwood (Lone Tree) Costco Warehouse Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Canada Valley Rd / Country Hills Dr A B C Canada Valley Rd / Lowe's Dwy Hillcrest Ave / Lone Tree Wy Heidorn Ranch Rd / Lone Tree Wy Canada Valley Rd / Lone Tree Wy SR-4 SB Ramp / Lone Tree Wy Jeffery Wy / Lone Tree Wy Shady Willow Ln/ Slatten Ranch Rd / Lone Tree Wy Empire Ave / Lone Tree Wy Heidorn Ranch Rd / Sand Creek Road Heidorn Ranch Rd / Kohl's Dwy Heidorn Ranch Rd / Lone Tree Plaza Dr Heidorn Ranch Rd / Prewett Ranch Dr Central Access / Lone Tree Plaza Dr West Access / Lone Tree Plaza Dr Heidorn Ranch Rd / Cole Ranch Ln Canada Valley Rd / Lone Tree Plaza Dr 67 72 -7070 64-64
-11-32
32 341 414 303 31
20 42 2420 11
11 83 134 5610
C:\Users\mruiz-leon\appdata\local\temp\AcPublish_24784\26600_Figures.dwg Sep 29, 2022 - 4:59pm - mruiz-leon Layout Tab: Fig X Div PM Diverted Project Trips Weekday PM Peak Hour Brentwood, California C-5 Brentwood (Lone Tree) Costco Warehouse Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Canada Valley Rd / Country Hills Dr A B C Canada Valley Rd / Lowe's Dwy Hillcrest Ave / Lone Tree Wy Heidorn Ranch Rd / Lone Tree Wy Canada Valley Rd / Lone Tree Wy SR-4 SB Ramp / Lone Tree Wy Jeffery Wy / Lone Tree Wy Shady Willow Ln/ Slatten Ranch Rd / Lone Tree Wy Empire Ave / Lone Tree Wy Heidorn Ranch Rd / Sand Creek Road Heidorn Ranch Rd / Kohl's Dwy Heidorn Ranch Rd / Lone Tree Plaza Dr Heidorn Ranch Rd / Prewett Ranch Dr Central Access / Lone Tree Plaza Dr West Access / Lone Tree Plaza Dr Heidorn Ranch Rd / Cole Ranch Ln Canada Valley Rd / Lone Tree Plaza Dr 10 9
10 9
97 86
10 65 9 97 5886
68 8676 76
76 86
97 86
17 86 1997
128 9310 104
69 22 3961 35
35 45 67 3031
17 19
17 19
19 17
C:\Users\mruiz-leon\appdata\local\temp\AcPublish_24784\26600_Figures.dwg Sep 29, 2022 - 4:59pm - mruiz-leon Layout Tab: Fig X Div SAT Diverted Project Trips Saturday Midday Peak Hour Brentwood, California C-6 Brentwood (Lone Tree) Costco Warehouse Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Canada Valley Rd / Country Hills Dr A B C Canada Valley Rd / Lowe's Dwy Hillcrest Ave / Lone Tree Wy Heidorn Ranch Rd / Lone Tree Wy Canada Valley Rd / Lone Tree Wy SR-4 SB Ramp / Lone Tree Wy Jeffery Wy / Lone Tree Wy Shady Willow Ln/ Slatten Ranch Rd / Lone Tree Wy Empire Ave / Lone Tree Wy Heidorn Ranch Rd / Sand Creek Road Heidorn Ranch Rd / Kohl's Dwy Heidorn Ranch Rd / Lone Tree Plaza Dr Heidorn Ranch Rd / Prewett Ranch Dr Central Access / Lone Tree Plaza Dr West Access / Lone Tree Plaza Dr Heidorn Ranch Rd / Cole Ranch Ln Canada Valley Rd / Lone Tree Plaza Dr 9 10 9 10 92 87 9
61 10 92 5887
69 8172 76
76 81
92 87
17 87 1892
127 9410 98
65 20 3863 33
33 42 68 2731
17 18
17 18
18 17
Appendix D - Background
Traffic Conditions
HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 1
Intersection
Intersection Delay, s/veh 11.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 19 112 69 26 1 149 212 65 0 156 7
Future Vol, veh/h 2 19 112 69 26 1 149 212 65 0 156 7
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 0 0 2 1 0 0 1 1 0 0 1 0
Mvmt Flow 2 20 117 72 27 1 155 221 68 0 163 7
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 10.6 10.8 11.1 11.7

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 15% 0% 96% 100% 96%
Vol Right, % 0% 0% 100% 0% 85% 0% 4% 0% 4%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 149 212 65 2 131 69 27 0 163
LT Vol 149 0 0 2 0 69 0 0 0
Through Vol 0 212 0 0 19 0 26 0 156
RT Vol 0 0 65 0 112 0 1 0 7
Lane Flow Rate 155 221 68 2 136 72 28 0 170
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.273 0.357 0.096 0.004 0.228 0.144 0.052 0 0.298 Departure Headway (Hd) 6.327 5.823 5.1 7.13 6.018 7.211 6.66 6.332 6.318 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 568 618 702 501 595 497 537 0 569
Service Time 4.064 3.559 2.836 4.882 3.769 4.966 4.415 4.08 4.066 HCM Lane V/C Ratio 0.273 0.358 0.097 0.004 0.229 0.145 0.052 0 0.299 HCM Control Delay 11.4 11.8 8.4 9.9 10.6 11.2 9.8 9.1 11.7 HCM Lane LOS B B A A B B A N B
HCM 95th-tile Q 1.1 1.6 0.3 0 0.9 0.5 0.2 0 1.2
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 0 15 102 0 19 19 399 28 12 316 3 Future Volume (veh/h) 2 0 15 102 0 19 19 399 28 12 316 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1885 1900 1900 1870 1900 Adj Flow Rate, veh/h 2 0 16 110 0 20 20 429 30 13 340 3 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 0 0 1 0 0 0 1 0 0 2 0
Cap, veh/h 2 0 16 167 0 149 22 1033 72 14 1083 10
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.09 0.01 0.30 0.30 0.01 0.30 0.30 Sat Flow, veh/h 180 0 1443 1795 0 1605 1810 3391 236 1810 3609 32 Grp Volume(v), veh/h 18 0 0 110 0 20 20 226 233 13 167 176 Grp Sat Flow(s),veh/h/ln1623 0 0 1795 0 1605 1810 1791 1836 1810 1777 1864 Q Serve(g_s), s 0.3 0.0 0.0 1.8 0.0 0.4 0.3 3.1 3.1 0.2 2.2 2.2 Cycle Q Clear(g_c), s 0.3 0.0 0.0 1.8 0.0 0.4 0.3 3.1 3.1 0.2 2.2 2.2 Prop In Lane 0.11 0.89 1.00 1.00 1.00 0.13 1.00 0.02
Lane Grp Cap(c), veh/h 18 0 0 167 0 149 22 546 559 14 533 560 V/C Ratio(X) 1.02 0.00 0.00 0.66 0.00 0.13 0.92 0.41 0.42 0.94 0.31 0.31 Avail Cap(c_a), veh/h 843 0 0 2156 0 1927 939 1976 2026 939 1960 2056 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 0.0 13.5 0.0 12.8 15.2 8.5 8.5 15.3 8.3 8.3 Incr Delay (d2), s/veh 64.8 0.0 0.0 1.7 0.0 0.2 37.8 0.7 0.7 55.5 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.0 0.6 0.0 0.1 0.3 0.9 0.9 0.3 0.6 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 80.1 0.0 0.0 15.2 0.0 13.0 53.1 9.2 9.2 70.8 8.8 8.8 LnGrp LOS F A A B A B D A A E A A
Approach Vol, veh/h 18 130 479 356
Approach Delay, s/veh 80.1 14.8 11.1 11.1
Approach LOS F B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.2 15.4 4.3 4.4 15.3 6.9
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.2 5.1 2.3 2.3 4.2 3.8
Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 3.0 0.2
Intersection Summary
HCM 6th Ctrl Delay 12.8
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 210 706 20 66 468 159 47 62 21 443 104 105 Future Volume (vph) 210 706 20 66 468 159 47 62 21 443 104 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 5112 1805 5136 1541 1805 3413 3467 3574 1574 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1805 5112 1805 5136 1541 1805 3413 3467 3574 1574 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 226 759 22 71 503 171 51 67 23 476 112 113 RTOR Reduction (vph) 0 2 0 0 0 130 0 20 0 0 0 81
Lane Group Flow (vph) 226 779 0 71 503 41 51 70 0 476 112 32 Confl. Peds. (#/hr) 5 12 12 5 3 6 6 3
Confl. Bikes (#/hr) 1 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 3% 0% 0% 5% 1% 1% 1%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 18.0 32.9 8.0 22.4 22.4 7.0 10.9 21.6 26.0 26.0 Effective Green, g (s) 18.0 32.9 8.0 22.4 22.4 7.0 10.9 21.6 26.0 26.0 Actuated g/C Ratio 0.19 0.35 0.09 0.24 0.24 0.08 0.12 0.23 0.28 0.28 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 348 1804 154 1234 370 135 399 803 997 439 v/s Ratio Prot c0.13 c0.15 0.04 0.10 0.03 c0.02 c0.14 0.03 v/s Ratio Perm 0.03 0.02
v/c Ratio 0.65 0.43 0.46 0.41 0.11 0.38 0.17 0.59 0.11 0.07 Uniform Delay, d1 34.7 23.0 40.5 29.8 27.6 41.0 37.1 31.9 25.0 24.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.1 0.3 2.2 0.5 0.3 1.8 0.4 1.8 0.1 0.1 Delay (s) 38.8 23.4 42.7 30.3 27.9 42.8 37.5 33.7 25.1 24.9 Level of Service D C D C C D D C C C
Approach Delay (s) 26.8 30.9 39.4 30.9
Approach LOS C C D C
Intersection Summary
HCM 2000 Control Delay 29.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51
Actuated Cycle Length (s) 93.2 Sum of lost time (s) 20.3 Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 210 706 20 66 468 159 47 62 21 443 104 105 Future Volume (veh/h) 210 706 20 66 468 159 47 62 21 443 104 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1856 1900 1900 1826 1885 1885 1885 Adj Flow Rate, veh/h 226 759 22 71 503 171 51 67 23 476 112 113 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 1 0 0 1 3 0 0 5 1 1 1
Cap, veh/h 278 1937 56 94 1383 412 67 272 88 721 999 437 Arrive On Green 0.15 0.38 0.38 0.05 0.27 0.27 0.04 0.10 0.10 0.21 0.28 0.28 Sat Flow, veh/h 1810 5139 149 1810 5147 1532 1810 2663 867 3483 3582 1567 Grp Volume(v), veh/h 226 506 275 71 503 171 51 44 46 476 112 113 Grp Sat Flow(s),veh/h/ln1810 1716 1857 1810 1716 1532 1810 1805 1725 1742 1791 1567 Q Serve(g_s), s 9.1 8.1 8.2 2.9 6.0 6.9 2.1 1.7 1.8 9.5 1.8 4.2 Cycle Q Clear(g_c), s 9.1 8.1 8.2 2.9 6.0 6.9 2.1 1.7 1.8 9.5 1.8 4.2 Prop In Lane 1.00 0.08 1.00 1.00 1.00 0.50 1.00 1.00
Lane Grp Cap(c), veh/h 278 1294 700 94 1383 412 67 184 176 721 999 437 V/C Ratio(X) 0.81 0.39 0.39 0.75 0.36 0.42 0.77 0.24 0.26 0.66 0.11 0.26 Avail Cap(c_a), veh/h 718 1816 983 718 2724 811 958 716 685 1843 1422 622 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.9 17.2 17.2 35.3 22.4 22.7 36.1 31.2 31.3 27.5 20.3 21.2 Incr Delay (d2), s/veh 5.7 0.4 0.8 11.4 0.3 1.4 16.6 1.4 1.7 2.2 0.1 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.3 3.1 3.4 1.6 2.4 2.6 1.2 0.8 0.8 4.0 0.7 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.6 17.6 18.0 46.8 22.7 24.2 52.7 32.7 33.0 29.7 20.4 21.8 LnGrp LOS D B B D C C D C C C C C
Approach Vol, veh/h 1007 745 141 701
Approach Delay, s/veh 22.0 25.4 40.0 27.0
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.4 33.8 7.3 26.1 16.6 25.6 20.6 12.7 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 4.9 10.2 4.1 6.2 11.1 8.9 11.5 3.8 Green Ext Time (p_c), s 0.2 10.6 0.1 2.0 0.6 8.5 4.2 0.8 Intersection Summary
HCM 6th Ctrl Delay 25.3
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/14/2022 BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 19 1014 96 229 674 23 129 12 91 24 7 6 Future Volume (vph) 19 1014 96 229 674 23 129 12 91 24 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1719 5049 1787 5107 3467 1900 1545 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1719 5049 1787 5107 3467 1900 1545 1805 1768 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 20 1079 102 244 717 24 137 13 97 26 7 6 RTOR Reduction (vph) 0 6 0 0 1 0 0 0 90 0 6 0
Lane Group Flow (vph) 20 1175 0 244 740 0 137 13 7 26 7 0 Confl. Peds. (#/hr) 4 2 2 4 2 2
Confl. Bikes (#/hr) 2 1
Heavy Vehicles (%) 5% 1% 4% 1% 1% 0% 1% 0% 3% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 3.8 61.8 29.9 87.9 14.5 9.4 9.4 8.3 4.4 Effective Green, g (s) 3.8 61.8 29.9 87.9 14.5 9.4 9.4 8.3 4.4 Actuated g/C Ratio 0.03 0.48 0.23 0.68 0.11 0.07 0.07 0.06 0.03 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 50 2400 411 3453 386 137 111 115 59
v/s Ratio Prot 0.01 c0.23 c0.14 0.14 c0.04 c0.01 0.01 0.00 v/s Ratio Perm 0.00
v/c Ratio 0.40 0.49 0.59 0.21 0.35 0.09 0.06 0.23 0.12
Uniform Delay, d1 62.0 23.3 44.6 8.0 53.4 56.3 56.2 57.8 60.9 Progression Factor 1.00 1.00 1.07 1.86 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.0 0.7 2.6 0.1 0.8 0.3 0.2 1.4 0.3 Delay (s) 69.0 24.0 50.2 14.9 54.2 56.6 56.4 59.2 61.3
Level of Service E C D B D E E E E
Approach Delay (s) 24.8 23.7 55.2 59.9
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.49
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/14/2022 BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 1014 96 229 674 23 129 12 91 24 7 6 Future Volume (veh/h) 19 1014 96 229 674 23 129 12 91 24 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1885 1841 1885 1885 1900 1885 1900 1856 1900 1900 1900 Adj Flow Rate, veh/h 20 1079 102 244 717 24 137 13 97 26 7 6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 5 1 4 1 1 0 1 0 3 0 0 0
Cap, veh/h 62 2757 260 214 3377 113 204 155 128 115 90 77 Arrive On Green 0.04 0.58 0.58 0.24 1.00 1.00 0.06 0.08 0.08 0.06 0.10 0.10 Sat Flow, veh/h 1739 4776 451 1795 5110 171 3483 1900 1561 1810 942 807 Grp Volume(v), veh/h 20 775 406 244 481 260 137 13 97 26 0 13 Grp Sat Flow(s),veh/h/ln1739 1716 1796 1795 1716 1850 1742 1900 1561 1810 0 1749 Q Serve(g_s), s 1.5 16.0 16.1 15.5 0.0 0.0 5.0 0.8 6.2 1.8 0.0 0.9 Cycle Q Clear(g_c), s 1.5 16.0 16.1 15.5 0.0 0.0 5.0 0.8 6.2 1.8 0.0 0.9 Prop In Lane 1.00 0.25 1.00 0.09 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 62 1980 1037 214 2267 1222 204 155 128 115 0 167 V/C Ratio(X) 0.32 0.39 0.39 1.14 0.21 0.21 0.67 0.08 0.76 0.23 0.00 0.08 Avail Cap(c_a), veh/h 207 1980 1037 214 2267 1222 871 471 387 452 0 449 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.87 0.97 0.97 0.97 0.90 0.90 0.90 1.00 0.00 1.00 Uniform Delay (d), s/veh 61.2 15.0 15.0 49.5 0.0 0.0 60.0 55.2 35.9 57.9 0.0 53.5 Incr Delay (d2), s/veh 3.7 0.5 1.0 103.4 0.2 0.4 4.8 0.2 8.1 1.4 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 6.3 6.8 12.2 0.1 0.1 2.4 0.4 2.7 0.9 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.8 15.5 16.0 152.9 0.2 0.4 64.8 55.4 44.0 59.3 0.0 53.6 LnGrp LOS E B B F A A E E D E A D
Approach Vol, veh/h 1201 985 247 39
Approach Delay, s/veh 16.5 38.1 56.1 57.4
Approach LOS B D E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s20.0 80.8 12.1 17.0 9.1 91.7 12.7 16.4 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 15.5 29.2 32.5 33.4 15.5 29.2 32.5 32.2 Max Q Clear Time (g_c+I1), s 17.5 18.1 7.0 2.9 3.5 2.0 3.8 8.2 Green Ext Time (p_c), s 0.0 9.0 0.7 0.0 0.0 11.9 0.1 0.3 Intersection Summary
HCM 6th Ctrl Delay 29.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 1121 54 535 765 325 75 68 313 301 80 49 Future Volume (vph) 55 1121 54 535 765 325 75 68 313 301 80 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 0.85 1.00 0.94 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3367 5136 1591 3467 5136 1578 3502 1592 1484 3433 1744 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3367 5136 1591 3467 5136 1578 3502 1592 1484 3433 1744 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 59 1193 57 569 814 346 80 72 333 320 85 52 RTOR Reduction (vph) 0 0 36 0 0 164 0 55 171 0 17 0
Lane Group Flow (vph) 59 1193 21 569 814 182 80 154 25 320 120 0 Confl. Peds. (#/hr) 1 2 2 1 2 2 2 2
Confl. Bikes (#/hr) 1 1 1
Heavy Vehicles (%) 4% 1% 0% 1% 1% 1% 0% 0% 2% 2% 1% 4%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 7.2 48.3 48.3 27.3 68.4 68.4 16.9 16.9 16.9 16.5 16.5 Effective Green, g (s) 7.2 48.3 48.3 27.3 68.4 68.4 16.9 16.9 16.9 16.5 16.5 Actuated g/C Ratio 0.06 0.37 0.37 0.21 0.53 0.53 0.13 0.13 0.13 0.13 0.13 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 186 1908 591 728 2702 830 455 206 192 435 221 v/s Ratio Prot 0.02 c0.23 c0.16 0.16 0.02 c0.10 c0.09 0.07 v/s Ratio Perm 0.01 0.12 0.02
v/c Ratio 0.32 0.63 0.04 0.78 0.30 0.22 0.18 0.75 0.13 0.74 0.54 Uniform Delay, d1 59.0 33.4 26.0 48.5 17.3 16.5 50.3 54.5 50.1 54.6 53.2 Progression Factor 1.59 0.56 1.76 0.65 1.11 2.56 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 1.5 0.1 4.5 0.3 0.5 0.1 12.2 0.1 5.5 1.4 Delay (s) 94.5 20.2 45.9 36.0 19.5 42.8 50.4 66.7 50.2 60.2 54.6 Level of Service F C D D B D D E D E D
Approach Delay (s) 24.7 29.6 57.3 58.5
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 34.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 86.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 1121 54 535 765 325 75 68 313 301 80 49 Future Volume (veh/h) 55 1121 54 535 765 325 75 68 313 301 80 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1885 1900 1885 1885 1885 1900 1900 1870 1870 1885 1841 Adj Flow Rate, veh/h 59 1193 57 569 814 346 80 0 381 320 85 52 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 4 1 0 1 1 1 0 0 2 2 1 4
Cap, veh/h 207 2266 699 509 2704 828 501 0 437 393 123 76 Arrive On Green 0.12 0.88 0.88 0.24 0.88 0.88 0.14 0.00 0.14 0.11 0.11 0.11 Sat Flow, veh/h 3401 5147 1588 3483 5147 1576 3619 0 3156 3456 1086 664 Grp Volume(v), veh/h 59 1193 57 569 814 346 80 0 381 320 0 137 Grp Sat Flow(s),veh/h/ln1700 1716 1588 1742 1716 1576 1810 0 1578 1728 0 1750 Q Serve(g_s), s 2.1 6.7 0.6 19.0 3.4 5.5 2.5 0.0 15.4 11.8 0.0 9.8 Cycle Q Clear(g_c), s 2.1 6.7 0.6 19.0 3.4 5.5 2.5 0.0 15.4 11.8 0.0 9.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.38
Lane Grp Cap(c), veh/h 207 2266 699 509 2704 828 501 0 437 393 0 199 V/C Ratio(X) 0.28 0.53 0.08 1.12 0.30 0.42 0.16 0.00 0.87 0.81 0.00 0.69 Avail Cap(c_a), veh/h 497 2266 699 509 2704 828 596 0 520 569 0 288 HCM Platoon Ratio 2.00 2.00 2.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 0.83 0.83 0.83 1.00 0.00 1.00 0.99 0.00 0.99 Uniform Delay (d), s/veh 54.5 4.7 4.4 49.1 4.0 4.1 49.4 0.0 54.9 56.3 0.0 55.4 Incr Delay (d2), s/veh 0.2 0.8 0.2 73.2 0.2 1.3 0.1 0.0 11.9 3.7 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 1.7 0.3 12.7 1.1 1.6 1.2 0.0 6.8 5.3 0.0 4.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.7 5.5 4.6 122.3 4.2 5.4 49.4 0.0 66.8 60.0 0.0 57.0 LnGrp LOS D A A F A A D A E E A E
Approach Vol, veh/h 1309 1729 461 457
Approach Delay, s/veh 7.7 43.3 63.8 59.1
Approach LOS A D E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s23.0 64.0 19.9 11.9 75.1 23.1
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 19.0 47.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 21.0 8.7 13.8 4.1 7.5 17.4 Green Ext Time (p_c), s 0.0 16.3 0.8 0.1 12.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 35.7
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1355 512 148 1235 0 0 0 0 537 2 441 Future Volume (vph) 0 1355 512 148 1235 0 0 0 0 537 2 441 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1551 3433 5136 1698 1703 1583
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1551 3433 5136 1698 1703 1583
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 1411 533 154 1286 0 0 0 0 559 2 459
RTOR Reduction (vph) 0 0 253 0 0 0 0 0 0 0 0 45
Lane Group Flow (vph) 0 1411 280 154 1286 0 0 0 0 279 282 414 Confl. Peds. (#/hr) 4 5 5 4
Confl. Bikes (#/hr) 6 5
Heavy Vehicles (%) 0% 1% 2% 2% 1% 0% 0% 0% 0% 1% 0% 2%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 68.4 68.4 8.9 82.0 37.5 37.5 37.5 Effective Green, g (s) 68.4 68.4 8.9 82.0 37.5 37.5 37.5 Actuated g/C Ratio 0.53 0.53 0.07 0.63 0.29 0.29 0.29
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2702 816 235 3239 489 491 456
v/s Ratio Prot c0.27 c0.04 0.25
v/s Ratio Perm 0.18 0.16 0.17 c0.26
v/c Ratio 0.52 0.34 0.66 0.40 0.57 0.57 0.91
Uniform Delay, d1 20.1 17.8 59.1 11.8 39.4 39.4 44.6
Progression Factor 1.84 9.50 0.93 0.84 1.00 1.00 1.00
Incremental Delay, d2 0.6 1.0 4.8 0.4 1.0 1.0 21.2
Delay (s) 37.5 170.2 59.7 10.3 40.4 40.5 65.8
Level of Service D F E B D D E
Approach Delay (s) 73.9 15.6 0.0 51.8
Approach LOS E B A D
Intersection Summary
HCM 2000 Control Delay 49.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 65.7% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1355 512 148 1235 0 0 0 0 537 2 441 Future Volume (veh/h) 0 1355 512 148 1235 0 0 0 0 537 2 441 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1870 1870 1885 0 1885 1900 1870 Adj Flow Rate, veh/h 0 1411 533 154 1286 0 560 0 459
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 2 2 1 0 1 0 2
Cap, veh/h 0 2693 815 202 3180 0 1082 0 478
Arrive On Green 0.00 1.00 1.00 0.12 1.00 0.00 0.30 0.00 0.30 Sat Flow, veh/h 0 5316 1558 3456 5316 0 3591 0 1585
Grp Volume(v), veh/h 0 1411 533 154 1286 0 560 0 459
Grp Sat Flow(s),veh/h/ln 0 1716 1558 1728 1716 0 1795 0 1585 Q Serve(g_s), s 0.0 0.0 0.0 5.6 0.0 0.0 16.8 0.0 37.0
Cycle Q Clear(g_c), s 0.0 0.0 0.0 5.6 0.0 0.0 16.8 0.0 37.0 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2693 815 202 3180 0 1082 0 478 V/C Ratio(X) 0.00 0.52 0.65 0.76 0.40 0.00 0.52 0.00 0.96 Avail Cap(c_a), veh/h 0 2693 815 965 3180 0 1251 0 552
HCM Platoon Ratio 1.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.73 0.73 0.93 0.93 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 56.5 0.0 0.0 37.6 0.0 44.7 Incr Delay (d2), s/veh 0.0 0.5 3.0 2.1 0.4 0.0 0.1 0.0 25.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.1 0.7 2.4 0.1 0.0 7.4 0.0 17.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.5 3.0 58.6 0.4 0.0 37.7 0.0 70.6 LnGrp LOS A A A E A A D A E
Approach Vol, veh/h 1944 1440 1019
Approach Delay, s/veh 1.2 6.6 52.5
Approach LOS A A D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s12.3 73.8 43.9 86.1
Change Period (Y+Rc), s* 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 36 33.2 * 45 73.2
Max Q Clear Time (g_c+I1), s 7.6 2.0 39.0 2.0
Green Ext Time (p_c), s 0.0 2.3 0.1 2.3
Intersection Summary
HCM 6th Ctrl Delay 14.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/14/2022 BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1572 319 42 827 502 506 18 190 0 0 0 Future Volume (vph) 0 1572 319 42 827 502 506 18 190 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1557 3502 5136 1551 1698 1704 1592 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1557 3502 5136 1551 1698 1704 1592 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 1621 329 43 853 518 522 19 196 0 0 0
RTOR Reduction (vph) 0 0 76 0 0 146 0 0 159 0 0 0
Lane Group Flow (vph) 0 1621 253 43 853 372 271 270 37 0 0 0 Confl. Peds. (#/hr) 4 2 2 4 2 2
Confl. Bikes (#/hr) 6 5
Heavy Vehicles (%) 0% 1% 2% 0% 1% 2% 1% 4% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 84.9 84.9 4.8 93.4 93.4 24.7 24.7 24.7 Effective Green, g (s) 84.9 84.9 4.8 93.4 93.4 24.7 24.7 24.7 Actuated g/C Ratio 0.65 0.65 0.04 0.72 0.72 0.19 0.19 0.19 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 3354 1016 129 3690 1114 322 323 302
v/s Ratio Prot c0.32 0.01 0.17
v/s Ratio Perm 0.16 c0.24 c0.16 0.16 0.02
v/c Ratio 0.48 0.25 0.33 0.23 0.33 0.84 0.84 0.12
Uniform Delay, d1 11.4 9.3 61.0 6.2 6.8 50.8 50.7 43.7
Progression Factor 0.89 1.13 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.5 0.6 0.1 0.8 17.1 16.2 0.1 Delay (s) 10.7 11.0 61.6 6.3 7.6 67.8 66.9 43.7
Level of Service B B E A A E E D
Approach Delay (s) 10.7 8.5 61.1 0.0
Approach LOS B A E A
Intersection Summary
HCM 2000 Control Delay 19.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.6 Intersection Capacity Utilization 57.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/14/2022 BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1572 319 42 827 502 506 18 190 0 0 0 Future Volume (veh/h) 0 1572 319 42 827 502 506 18 190 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1870 1900 1885 1870 1885 1841 1900 Adj Flow Rate, veh/h 0 1621 329 43 853 518 536 0 196
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 2 0 1 2 1 4 0
Cap, veh/h 0 3443 1034 128 3817 1158 599 0 268
Arrive On Green 0.00 0.67 0.67 0.04 0.74 0.74 0.17 0.00 0.17 Sat Flow, veh/h 0 5316 1546 3510 5147 1561 3591 0 1604
Grp Volume(v), veh/h 0 1621 329 43 853 518 536 0 196
Grp Sat Flow(s),veh/h/ln 0 1716 1546 1755 1716 1561 1795 0 1604 Q Serve(g_s), s 0.0 19.8 11.6 1.6 6.7 16.7 19.0 0.0 15.1 Cycle Q Clear(g_c), s 0.0 19.8 11.6 1.6 6.7 16.7 19.0 0.0 15.1 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3443 1034 128 3817 1158 599 0 268 V/C Ratio(X) 0.00 0.47 0.32 0.34 0.22 0.45 0.89 0.00 0.73 Avail Cap(c_a), veh/h 0 3443 1034 602 3817 1158 1323 0 591 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.83 0.83 0.77 0.77 0.77 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 10.4 9.0 61.1 5.2 6.5 53.0 0.0 51.4 Incr Delay (d2), s/veh 0.0 0.4 0.7 0.4 0.1 1.0 2.0 0.0 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 7.3 4.0 0.7 2.2 5.3 8.7 0.0 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 10.8 9.7 61.5 5.3 7.5 55.0 0.0 52.9 LnGrp LOS A B A E A A D A D
Approach Vol, veh/h 1950 1414 732
Approach Delay, s/veh 10.6 7.8 54.4
Approach LOS B A D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s9.4 93.8 103.2 26.8
Change Period (Y+Rc), s* 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 22 * 43 70.2 47.9
Max Q Clear Time (g_c+I1), s 3.6 21.8 18.7 21.0
Green Ext Time (p_c), s 0.0 2.9 1.2 0.1
Intersection Summary
HCM 6th Ctrl Delay 17.5
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/14/2022 BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 323 917 207 86 951 60 249 110 79 143 89 196 Future Volume (vph) 323 917 207 86 951 60 249 110 79 143 89 196 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 0.90
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5085 1594 3502 5136 1588 3467 3310 3502 3181 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5085 1594 3502 5136 1588 3467 3310 3502 3181 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 351 997 225 93 1034 65 271 120 86 155 97 213 RTOR Reduction (vph) 0 0 135 0 0 43 0 75 0 0 185 0
Lane Group Flow (vph) 351 997 90 93 1034 22 271 131 0 155 125 0 Confl. Peds. (#/hr) 4 1 1 4 5 2 2 5
Confl. Bikes (#/hr) 2
Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 1% 0% 4% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 17.1 39.0 39.0 11.1 32.7 32.7 13.4 13.0 12.1 12.7 Effective Green, g (s) 17.1 39.0 39.0 11.1 32.7 32.7 13.4 13.0 12.1 12.7 Actuated g/C Ratio 0.18 0.40 0.40 0.11 0.34 0.34 0.14 0.13 0.12 0.13 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 613 2031 636 398 1720 532 476 440 434 413 v/s Ratio Prot c0.10 c0.20 0.03 c0.20 c0.08 c0.04 0.04 0.04 v/s Ratio Perm 0.06 0.01
v/c Ratio 0.57 0.49 0.14 0.23 0.60 0.04 0.57 0.30 0.36 0.30 Uniform Delay, d1 36.9 21.9 18.6 39.4 27.0 21.9 39.4 38.2 39.2 38.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 0.3 0.1 0.1 0.7 0.0 0.9 0.5 0.2 0.2 Delay (s) 39.0 22.1 18.8 39.5 27.7 21.9 40.3 38.7 39.4 38.6 Level of Service D C B D C C D D D D
Approach Delay (s) 25.4 28.3 39.6 38.8
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 29.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 97.6 Sum of lost time (s) 22.7 Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/14/2022 BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 323 917 207 86 951 60 249 110 79 143 89 196 Future Volume (veh/h) 323 917 207 86 951 60 249 110 79 143 89 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1900 1900 1885 1900 1885 1900 1841 1900 1900 1885 Adj Flow Rate, veh/h 351 997 225 93 1034 65 271 120 86 155 97 213 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 0 1 0 1 0 4 0 0 1
Cap, veh/h 483 1771 557 386 1626 500 462 342 226 457 293 259 Arrive On Green 0.14 0.35 0.35 0.11 0.32 0.32 0.13 0.16 0.16 0.13 0.16 0.16 Sat Flow, veh/h 3510 5106 1605 3510 5147 1583 3483 2070 1373 3510 1805 1595 Grp Volume(v), veh/h 351 997 225 93 1034 65 271 103 103 155 97 213 Grp Sat Flow(s),veh/h/ln1755 1702 1605 1755 1716 1583 1742 1805 1638 1755 1805 1595 Q Serve(g_s), s 8.7 14.3 9.6 2.2 15.5 2.6 6.6 4.6 5.0 3.6 4.3 11.7 Cycle Q Clear(g_c), s 8.7 14.3 9.6 2.2 15.5 2.6 6.6 4.6 5.0 3.6 4.3 11.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 483 1771 557 386 1626 500 462 298 270 457 293 259 V/C Ratio(X) 0.73 0.56 0.40 0.24 0.64 0.13 0.59 0.35 0.38 0.34 0.33 0.82 Avail Cap(c_a), veh/h 785 2273 714 797 2291 704 771 797 724 777 398 351 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.3 23.9 22.4 36.7 26.4 22.0 36.8 33.4 33.6 35.7 33.5 36.6 Incr Delay (d2), s/veh 4.4 0.4 0.7 0.1 0.6 0.2 0.4 1.0 1.3 0.2 0.2 8.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.9 5.6 3.6 0.9 6.2 1.0 2.8 2.1 2.1 1.5 1.9 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.7 24.3 23.1 36.9 27.0 22.2 37.3 34.4 34.8 35.9 33.7 44.6 LnGrp LOS D C C D C C D C C D C D
Approach Vol, veh/h 1573 1192 477 465
Approach Delay, s/veh 28.0 27.5 36.1 39.4
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s15.4 38.1 16.0 20.8 18.2 35.3 15.8 21.0 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 20.5 40.2 20.0 * 20 * 20 40.2 20.0 39.9 Max Q Clear Time (g_c+I1), s 4.2 16.3 8.6 13.7 10.7 17.5 5.6 7.0 Green Ext Time (p_c), s 0.1 11.7 0.4 0.7 1.8 10.8 0.2 1.8 Intersection Summary
HCM 6th Ctrl Delay 30.3
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 303 785 88 86 703 132 128 67 28 264 216 143 Future Volume (vph) 303 785 88 86 703 132 128 67 28 264 216 143 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5085 1562 1805 5136 1591 3467 1900 1592 3502 3341 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5085 1562 1805 5136 1591 3467 1900 1592 3502 3341 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 326 844 95 92 756 142 138 72 30 284 232 154 RTOR Reduction (vph) 0 0 46 0 0 86 0 0 27 0 89 0
Lane Group Flow (vph) 326 844 49 92 756 56 138 72 3 284 297 0 Confl. Peds. (#/hr) 2 1 1 2 2 2
Confl. Bikes (#/hr) 1 1 1
Heavy Vehicles (%) 0% 2% 2% 0% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 28.2 67.5 67.5 11.9 51.2 51.2 12.1 12.1 12.1 17.8 17.8 Effective Green, g (s) 28.2 67.5 67.5 11.9 51.2 51.2 12.1 12.1 12.1 17.8 17.8 Actuated g/C Ratio 0.22 0.52 0.52 0.09 0.39 0.39 0.09 0.09 0.09 0.14 0.14 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 391 2640 811 165 2022 626 322 176 148 479 457 v/s Ratio Prot c0.18 0.17 0.05 c0.15 c0.04 0.04 0.08 c0.09 v/s Ratio Perm 0.03 0.04 0.00
v/c Ratio 0.83 0.32 0.06 0.56 0.37 0.09 0.43 0.41 0.02 0.59 0.65 Uniform Delay, d1 48.7 18.0 15.5 56.5 28.0 24.8 55.7 55.6 53.6 52.7 53.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.6 0.3 0.1 2.3 0.5 0.3 1.3 2.1 0.1 2.3 3.6 Delay (s) 62.2 18.3 15.7 58.8 28.5 25.0 56.9 57.7 53.6 55.0 56.8 Level of Service E B B E C C E E D D E
Approach Delay (s) 29.4 30.9 56.7 56.0
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 37.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 81.8% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 303 785 88 86 703 132 128 67 28 264 216 143 Future Volume (veh/h) 303 785 88 86 703 132 128 67 28 264 216 143 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1870 1900 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 326 844 95 92 756 142 138 72 30 284 232 154 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 0 1 0 1 0 0 0 1 1
Cap, veh/h 354 2767 847 134 2164 668 298 162 135 489 292 186 Arrive On Green 0.20 0.54 0.54 0.07 0.42 0.42 0.09 0.09 0.09 0.14 0.14 0.14 Sat Flow, veh/h 1810 5106 1564 1810 5147 1588 3483 1900 1576 3510 2095 1334 Grp Volume(v), veh/h 326 844 95 92 756 142 138 72 30 284 197 189 Grp Sat Flow(s),veh/h/ln1810 1702 1564 1810 1716 1588 1742 1900 1576 1755 1791 1638 Q Serve(g_s), s 23.0 11.8 3.9 6.4 13.0 7.4 4.9 4.7 2.3 9.8 13.8 14.6 Cycle Q Clear(g_c), s 23.0 11.8 3.9 6.4 13.0 7.4 4.9 4.7 2.3 9.8 13.8 14.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.81
Lane Grp Cap(c), veh/h 354 2767 847 134 2164 668 298 162 135 489 249 228 V/C Ratio(X) 0.92 0.31 0.11 0.69 0.35 0.21 0.46 0.44 0.22 0.58 0.79 0.83 Avail Cap(c_a), veh/h 585 2767 847 264 2164 668 380 208 172 537 274 251 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.3 16.3 14.5 58.7 25.6 24.0 56.6 56.5 55.4 52.4 54.1 54.4 Incr Delay (d2), s/veh 8.0 0.3 0.2 2.3 0.4 0.7 1.6 2.7 1.2 1.8 14.3 20.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln11.2 4.7 1.4 3.0 5.4 2.9 2.2 2.4 1.0 4.5 7.2 7.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.3 16.6 14.8 61.0 26.0 24.7 58.2 59.2 56.6 54.1 68.4 74.4 LnGrp LOS E B B E C C E E E D E E
Approach Vol, veh/h 1265 990 240 670
Approach Delay, s/veh 27.5 29.1 58.3 64.1
Approach LOS C C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.6 76.2 23.2 29.4 60.5 16.9
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 19.0 56.2 19.9 42.0 33.2 14.2 Max Q Clear Time (g_c+I1), s 8.4 13.8 16.6 25.0 15.0 6.9 Green Ext Time (p_c), s 0.1 11.1 1.4 0.4 7.4 0.8
Intersection Summary
HCM 6th Ctrl Delay 38.1
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 10
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 20 225 9 26 163 161
Future Volume (veh/h) 20 225 9 26 163 161
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 0.98 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1856
Adj Flow Rate, veh/h 22 250 10 29 181 179
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 0 1 2 0 1 3
Cap, veh/h 376 332 344 301 239 1699
Arrive On Green 0.21 0.21 0.19 0.19 0.13 0.48
Sat Flow, veh/h 1810 1598 1870 1550 1795 3618
Grp Volume(v), veh/h 22 250 10 29 181 179
Grp Sat Flow(s),veh/h/ln1810 1598 1777 1550 1795 1763
Q Serve(g_s), s 0.3 3.8 0.1 0.4 2.5 0.7
Cycle Q Clear(g_c), s 0.3 3.8 0.1 0.4 2.5 0.7
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 376 332 344 301 239 1699
V/C Ratio(X) 0.06 0.75 0.03 0.10 0.76 0.11
Avail Cap(c_a), veh/h 2596 2292 2342 2044 1392 4101
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.2 9.6 8.4 8.5 10.8 3.6
Incr Delay (d2), s/veh 0.0 1.3 0.0 0.2 1.9 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.1 0.9 0.0 0.1 0.8 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 8.2 10.9 8.5 8.7 12.7 3.7
LnGrp LOS A B A A B A
Approach Vol, veh/h 272 39 360
Approach Delay, s/veh 10.7 8.7 8.2
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s7.4 9.0 16.4 9.4
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 4.5 2.4 2.7 5.8
Green Ext Time (p_c), s 0.2 0.2 1.5 0.5
Intersection Summary
HCM 6th Ctrl Delay 9.2
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 11
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 51 22 0 8 124 15 164
Future Volume (vph) 51 22 0 8 124 15 164
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.86 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3060 1504 3574
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3060 1504 3574
Peak-hour factor, PHF 0.88 0.88 0.92 0.88 0.88 0.88 0.88 Adj. Flow (vph) 58 25 0 9 141 17 186
RTOR Reduction (vph) 0 23 0 44 0 0 0
Lane Group Flow (vph) 58 2 0 106 0 17 186
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 20% 1%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 5.3 5.3 40.1 1.1 45.2
Effective Green, g (s) 5.3 5.3 40.1 1.1 45.2
Actuated g/C Ratio 0.09 0.09 0.69 0.02 0.77
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 160 146 2097 28 2761
v/s Ratio Prot c0.03 0.03 c0.01 c0.05
v/s Ratio Perm 0.00
v/c Ratio 0.36 0.02 0.05 0.61 0.07
Uniform Delay, d1 25.0 24.2 3.0 28.5 1.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.5 0.0 0.0 22.9 0.0
Delay (s) 25.5 24.2 3.0 51.4 1.6
Level of Service C C A D A
Approach Delay (s) 25.1 3.0 5.8
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 8.5 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.12
Actuated Cycle Length (s) 58.5 Sum of lost time (s) 12.0 Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/14/2022 BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 12
Intersection
Int Delay, s/veh 4.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 43 134 52 80 57 133
Future Vol, veh/h 43 134 52 80 57 133
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 4 2 1
Mvmt Flow 50 156 60 93 66 155
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 234 67 222 0 - 0
Stage 1 67 - - - - -
Stage 2 167 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 749 1002 1359 - - -
Stage 1 961 - - - - -
Stage 2 851 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 715 1001 1358 - - -
Mov Cap-2 Maneuver 715 - - - - -
Stage 1 918 - - - - -
Stage 2 850 - - - - -
Approach EB NB SB
HCM Control Delay, s 9.6 3.1 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1358 - 715 1001 - -
HCM Lane V/C Ratio 0.045 - 0.07 0.156 - -
HCM Control Delay (s) 7.8 - 10.4 9.3 - -
HCM Lane LOS A - B A - -
HCM 95th %tile Q(veh) 0.1 - 0.2 0.6 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 02/10/2023
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 33 33 0 92 111 64
Future Volume (Veh/h) 33 33 0 92 111 64
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75
Hourly flow rate (vph) 44 44 0 123 148 85
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 271 148 233
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 271 148 233
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 94 95 100
cM capacity (veh/h) 721 904 1346
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 29 59 123 148 85
Volume Left 29 15 0 0 0
Volume Right 0 44 0 0 85
cSH 721 850 1346 1700 1700
Volume to Capacity 0.04 0.07 0.00 0.09 0.05
Queue Length 95th (ft) 3 6 0 0 0
Control Delay (s) 10.2 9.5 0.0 0.0 0.0
Lane LOS B A
Approach Delay (s) 9.8 0.0 0.0
Approach LOS A
Intersection Summary
Average Delay 1.9
Intersection Capacity Utilization 15.8% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 14
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 93 0 0 73 0 0
Future Vol, veh/h 93 0 0 73 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 108 0 0 85 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 108 0 151 54
Stage 1 - - - - 108 -
Stage 2 - - - - 43 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1495 - 831 1008
Stage 1 - - - - 910 -
Stage 2 - - - - 980 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1495 - 831 1008
Mov Cap-2 Maneuver - - - - 831 -
Stage 1 - - - - 910 -
Stage 2 - - - - 980 -
Approach EB WB NB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) - - - 1495 -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) - - - 0 -
HCM 6th TWSC
102: Central Access & Lone Tree Plaza 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 15
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 46 47 0 0 37 0 0 0 0 0 0 36
Future Vol, veh/h 46 47 0 0 37 0 0 0 0 0 0 36
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 49 50 0 0 39 0 0 0 0 0 0 38
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 39 0 - 50 0 0 168 187 25 162 187 20 Stage 1 - - - - - - 148 148 - 39 39 -
Stage 2 - - - - - - 20 39 - 123 148 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1584 - 0 1570 - 0 786 711 1052 793 711 1060 Stage 1 - - 0 - - 0 845 779 - 977 866 -
Stage 2 - - 0 - - 0 1002 866 - 874 779 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1584 - - 1570 - - 739 688 1052 774 688 1060 Mov Cap-2 Maneuver - - - - - - 739 688 - 774 688 -
Stage 1 - - - - - - 818 754 - 946 866 -
Stage 2 - - - - - - 966 866 - 846 754 -
Approach EB WB NB SB
HCM Control Delay, s 3.6 0 0 8.5

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBL WBT SBLn1
Capacity (veh/h) - 1584 - 1570 - 1060
HCM Lane V/C Ratio - 0.031 - - - 0.036
HCM Control Delay (s) 0 7.3 0 0 - 8.5
HCM Lane LOS A A A A - A
HCM 95th %tile Q(veh) - 0.1 - 0 - 0.1
HCM 6th TWSC
103: East Access & Lone Tree Plaza 12/14/2022
BG PM Brentwood Costco TIA 12:00 am 12/14/2022 Background PM Synchro 11 Report MAR Page 16
Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 47 0 0 0 0 0 0 0 0 0 0 37
Future Vol, veh/h 47 0 0 0 0 0 0 0 0 0 0 37
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 80 - - 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0
Mvmt Flow 51 0 0 0 0 0 0 0 0 0 0 40
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1 0 0 0 0 0 123 103 - 103 103 1
Stage 1 - - - - - - 102 102 - 1 1 -
Stage 2 - - - - - - 21 1 - 102 102 -
Critical Hdwy 4.1 - - 4.1 - - 7.3 6.515 - 7.3 6.515 6.2 Critical Hdwy Stg 1 - - - - - - 6.5 5.515 - 6.1 5.515 - Critical Hdwy Stg 2 - - - - - - 6.1 5.515 - 6.5 5.515 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4.0095 - 3.5 4.0095 3.3 Pot Cap-1 Maneuver 1635 - - - - 0 850 789 0 877 789 1090 Stage 1 - - - - - 0 899 812 0 1027 897 -
Stage 2 - - - - - 0 1003 897 0 899 812 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1635 - - - - - 800 765 - 856 765 1090 Mov Cap-2 Maneuver - - - - - - 800 765 - 856 765 -
Stage 1 - - - - - - 871 787 - 995 897 -
Stage 2 - - - - - - 966 897 - 871 787 -
Approach EB WB NB SB
HCM Control Delay, s 7.3 0 0 8.4

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 1635 - - - - - 1090
HCM Lane V/C Ratio - - 0.031 - - - - - 0.036
HCM Control Delay (s) 0 0 7.3 - - 0 - 0 8.4
HCM Lane LOS A A A - - A - A A
HCM 95th %tile Q(veh) - - 0.1 - - - - - 0.1
HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 1
Intersection
Intersection Delay, s/veh 11.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 16 106 82 12 5 141 186 95 1 182 7
Future Vol, veh/h 4 16 106 82 12 5 141 186 95 1 182 7
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 0 0 2 1 0 0 1 1 0 0 1 0
Mvmt Flow 4 17 110 85 13 5 147 194 99 1 190 7
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 10.5 11.2 10.8 12.4

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0%
Vol Thru, % 0% 100% 0% 0% 13% 0% 71% 0% 96%
Vol Right, % 0% 0% 100% 0% 87% 0% 29% 0% 4%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 141 186 95 4 122 82 17 1 189
LT Vol 141 0 0 4 0 82 0 1 0
Through Vol 0 186 0 0 16 0 12 0 182
RT Vol 0 0 95 0 106 0 5 0 7
Lane Flow Rate 147 194 99 4 127 85 18 1 197
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.261 0.317 0.142 0.008 0.214 0.172 0.032 0.002 0.345 Departure Headway (Hd) 6.395 5.891 5.168 7.182 6.063 7.231 6.501 6.821 6.306 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 561 610 693 498 591 495 549 524 569
Service Time 4.138 3.633 2.91 4.936 3.817 4.987 4.257 4.57 4.055 HCM Lane V/C Ratio 0.262 0.318 0.143 0.008 0.215 0.172 0.033 0.002 0.346 HCM Control Delay 11.4 11.4 8.8 10 10.5 11.5 9.5 9.6 12.4 HCM Lane LOS B B A A B B A A B
HCM 95th-tile Q 1 1.4 0.5 0 0.8 0.6 0.1 0 1.5
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1 8 251 1 36 41 353 74 13 298 6 Future Volume (veh/h) 5 1 8 251 1 36 41 353 74 13 298 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1885 1900 1900 1870 1900 Adj Flow Rate, veh/h 5 1 9 270 1 39 44 380 80 14 320 6
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 0 0 1 0 0 0 1 0 0 2 0
Cap, veh/h 5 1 9 369 8 323 52 829 172 15 933 17
Arrive On Green 0.01 0.01 0.01 0.21 0.21 0.21 0.03 0.28 0.28 0.01 0.26 0.26 Sat Flow, veh/h 561 112 1010 1795 40 1574 1810 2938 611 1810 3567 67 Grp Volume(v), veh/h 15 0 0 270 0 40 44 230 230 14 159 167 Grp Sat Flow(s),veh/h/ln1684 0 0 1795 0 1614 1810 1791 1758 1810 1777 1856 Q Serve(g_s), s 0.3 0.0 0.0 5.1 0.0 0.7 0.9 3.8 3.9 0.3 2.6 2.6 Cycle Q Clear(g_c), s 0.3 0.0 0.0 5.1 0.0 0.7 0.9 3.8 3.9 0.3 2.6 2.6 Prop In Lane 0.33 0.60 1.00 0.98 1.00 0.35 1.00 0.04
Lane Grp Cap(c), veh/h 15 0 0 369 0 331 52 505 496 15 465 486 V/C Ratio(X) 0.99 0.00 0.00 0.73 0.00 0.12 0.85 0.46 0.46 0.93 0.34 0.34 Avail Cap(c_a), veh/h 741 0 0 1828 0 1643 797 1676 1645 797 1663 1737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.0 0.0 0.0 13.5 0.0 11.8 17.6 10.7 10.8 18.0 10.9 10.9 Incr Delay (d2), s/veh 61.8 0.0 0.0 1.1 0.0 0.1 13.0 0.9 1.0 50.4 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.0 1.7 0.0 0.2 0.5 1.3 1.3 0.3 0.9 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 79.8 0.0 0.0 14.6 0.0 11.8 30.6 11.7 11.7 68.4 11.5 11.5 LnGrp LOS E A A B A B C B B E B B
Approach Vol, veh/h 15 310 504 340
Approach Delay, s/veh 79.8 14.2 13.3 13.8
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.3 16.2 4.3 5.0 15.5 11.5
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.3 5.9 2.3 2.9 4.6 7.1
Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 2.8 0.5
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 172 638 20 60 482 188 52 52 21 440 85 109 Future Volume (vph) 172 638 20 60 482 188 52 52 21 440 85 109 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 5110 1805 5136 1541 1805 3386 3467 3574 1574 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1805 5110 1805 5136 1541 1805 3386 3467 3574 1574 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 185 686 22 65 518 202 56 56 23 473 91 117 RTOR Reduction (vph) 0 2 0 0 0 148 0 21 0 0 0 88
Lane Group Flow (vph) 185 706 0 65 518 54 56 58 0 473 91 29 Confl. Peds. (#/hr) 5 12 12 5 3 6 6 3
Confl. Bikes (#/hr) 1 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 3% 0% 0% 5% 1% 1% 1%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 15.7 32.1 7.4 23.3 23.3 7.0 7.2 21.2 21.9 21.9 Effective Green, g (s) 15.7 32.1 7.4 23.3 23.3 7.0 7.2 21.2 21.9 21.9 Actuated g/C Ratio 0.18 0.37 0.08 0.27 0.27 0.08 0.08 0.24 0.25 0.25 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 323 1870 152 1364 409 144 277 838 892 393 v/s Ratio Prot c0.10 c0.14 0.04 0.10 0.03 c0.02 c0.14 0.03 v/s Ratio Perm 0.03 0.02
v/c Ratio 0.57 0.38 0.43 0.38 0.13 0.39 0.21 0.56 0.10 0.07 Uniform Delay, d1 32.9 20.5 38.1 26.3 24.5 38.3 37.6 29.2 25.3 25.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.4 0.3 1.9 0.4 0.3 1.7 0.8 1.4 0.1 0.2 Delay (s) 35.4 20.7 40.1 26.7 24.8 40.1 38.4 30.6 25.4 25.3 Level of Service D C D C C D D C C C
Approach Delay (s) 23.8 27.3 39.1 29.0
Approach LOS C C D C
Intersection Summary
HCM 2000 Control Delay 27.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.48
Actuated Cycle Length (s) 87.7 Sum of lost time (s) 20.3 Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 638 20 60 482 188 52 52 21 440 85 109 Future Volume (veh/h) 172 638 20 60 482 188 52 52 21 440 85 109 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1856 1900 1900 1826 1885 1885 1885 Adj Flow Rate, veh/h 185 686 22 65 518 202 56 56 23 473 91 117 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 1 0 0 1 3 0 0 5 1 1 1
Cap, veh/h 235 1938 62 86 1490 444 74 251 97 722 977 427 Arrive On Green 0.13 0.38 0.38 0.05 0.29 0.29 0.04 0.10 0.10 0.21 0.27 0.27 Sat Flow, veh/h 1810 5121 164 1810 5147 1533 1810 2533 975 3483 3582 1567 Grp Volume(v), veh/h 185 459 249 65 518 202 56 39 40 473 91 117 Grp Sat Flow(s),veh/h/ln1810 1716 1854 1810 1716 1533 1810 1805 1703 1742 1791 1567 Q Serve(g_s), s 7.3 7.1 7.1 2.6 5.9 8.0 2.3 1.5 1.6 9.2 1.4 4.3 Cycle Q Clear(g_c), s 7.3 7.1 7.1 2.6 5.9 8.0 2.3 1.5 1.6 9.2 1.4 4.3 Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.57 1.00 1.00
Lane Grp Cap(c), veh/h 235 1298 701 86 1490 444 74 179 169 722 977 427 V/C Ratio(X) 0.79 0.35 0.36 0.76 0.35 0.46 0.76 0.22 0.24 0.65 0.09 0.27 Avail Cap(c_a), veh/h 734 1855 1002 734 2782 829 978 732 691 1883 1452 635 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.2 16.5 16.5 34.8 20.8 21.5 35.1 30.7 30.8 26.9 20.1 21.2 Incr Delay (d2), s/veh 5.8 0.4 0.7 12.6 0.3 1.6 14.8 1.3 1.5 2.2 0.1 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.5 2.7 3.0 1.4 2.3 2.9 1.3 0.7 0.7 3.9 0.6 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.0 16.9 17.2 47.5 21.1 23.1 50.0 32.0 32.3 29.0 20.2 21.9 LnGrp LOS D B B D C C D C C C C C
Approach Vol, veh/h 893 785 135 681
Approach Delay, s/veh 21.1 23.8 39.5 26.6
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.0 33.3 7.5 25.2 14.6 26.7 20.3 12.3 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 4.6 9.1 4.3 6.3 9.3 10.0 11.2 3.6 Green Ext Time (p_c), s 0.1 9.6 0.1 1.8 0.5 9.0 4.1 0.7 Intersection Summary
HCM 6th Ctrl Delay 24.5
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/14/2022 BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 9 1024 125 312 670 29 137 12 147 30 7 6 Future Volume (vph) 9 1024 125 312 670 29 137 12 147 30 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.99 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1719 5026 1787 5099 3467 1900 1545 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1719 5026 1787 5099 3467 1900 1545 1805 1768 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 10 1089 133 332 713 31 146 13 156 32 7 6 RTOR Reduction (vph) 0 12 0 0 3 0 0 0 111 0 4 0
Lane Group Flow (vph) 10 1210 0 332 741 0 146 13 45 32 9 0 Confl. Peds. (#/hr) 4 2 2 4 2 2
Confl. Bikes (#/hr) 2 1
Heavy Vehicles (%) 5% 1% 4% 1% 1% 0% 1% 0% 3% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 1.8 27.4 36.2 61.8 13.6 37.9 37.9 7.9 33.4 Effective Green, g (s) 1.8 27.4 36.2 61.8 13.6 37.9 37.9 7.9 33.4 Actuated g/C Ratio 0.01 0.21 0.28 0.48 0.10 0.29 0.29 0.06 0.26 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 23 1059 497 2423 362 553 450 109 454 v/s Ratio Prot 0.01 c0.24 c0.19 0.15 c0.04 0.01 0.02 0.00 v/s Ratio Perm c0.03
v/c Ratio 0.43 1.14 0.67 0.31 0.40 0.02 0.10 0.29 0.02
Uniform Delay, d1 63.6 51.3 41.6 20.9 54.4 32.8 33.6 58.4 36.1 Progression Factor 1.00 1.00 1.55 0.64 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 16.9 75.8 3.5 0.3 1.0 0.1 0.4 2.0 0.1 Delay (s) 80.5 127.1 68.1 13.8 55.4 32.9 34.1 60.4 36.1 Level of Service F F E B E C C E D
Approach Delay (s) 126.7 30.6 43.9 53.4
Approach LOS F C D D
Intersection Summary
HCM 2000 Control Delay 76.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.59
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 83.2% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/14/2022 BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 1024 125 312 670 29 137 12 147 30 7 6 Future Volume (veh/h) 9 1024 125 312 670 29 137 12 147 30 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1826 1885 1841 1885 1885 1900 1885 1900 1856 1900 1900 1900 Adj Flow Rate, veh/h 10 1089 133 332 713 31 146 13 156 32 7 6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 5 1 4 1 1 0 1 0 3 0 0 0
Cap, veh/h 36 1915 234 214 2582 112 215 471 389 112 242 208 Arrive On Green 0.02 0.41 0.41 0.24 1.00 1.00 0.06 0.25 0.25 0.06 0.26 0.26 Sat Flow, veh/h 1739 4638 566 1795 5052 219 3483 1900 1569 1810 943 809 Grp Volume(v), veh/h 10 805 417 332 483 261 146 13 156 32 0 13 Grp Sat Flow(s),veh/h/ln1739 1716 1773 1795 1716 1839 1742 1900 1569 1810 0 1752 Q Serve(g_s), s 0.7 23.4 23.5 15.5 0.0 0.0 5.3 0.7 8.0 2.2 0.0 0.7 Cycle Q Clear(g_c), s 0.7 23.4 23.5 15.5 0.0 0.0 5.3 0.7 8.0 2.2 0.0 0.7 Prop In Lane 1.00 0.32 1.00 0.12 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 36 1417 732 214 1754 940 215 471 389 112 0 450 V/C Ratio(X) 0.27 0.57 0.57 1.55 0.28 0.28 0.68 0.03 0.40 0.29 0.00 0.03 Avail Cap(c_a), veh/h 207 1417 732 214 1754 940 871 471 389 452 0 450 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 0.94 0.94 0.94 0.85 0.85 0.85 1.00 0.00 1.00 Uniform Delay (d), s/veh 62.7 29.3 29.3 49.5 0.0 0.0 59.7 37.0 22.1 58.3 0.0 36.2 Incr Delay (d2), s/veh 5.1 1.5 2.9 268.5 0.4 0.7 4.5 0.1 2.6 2.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 9.9 10.6 22.1 0.1 0.2 2.5 0.3 3.2 1.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.7 30.8 32.2 318.0 0.4 0.7 64.3 37.1 24.8 60.2 0.0 36.3 LnGrp LOS E C C F A A E D C E A D
Approach Vol, veh/h 1232 1076 315 45
Approach Delay, s/veh 31.5 98.4 43.6 53.3
Approach LOS C F D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s20.0 59.5 12.5 38.0 7.2 72.3 12.5 38.0 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 15.5 29.2 32.5 33.4 15.5 29.2 32.5 32.2 Max Q Clear Time (g_c+I1), s 17.5 25.5 7.3 2.7 2.7 2.0 4.2 10.0 Green Ext Time (p_c), s 0.0 3.3 0.7 0.0 0.0 11.9 0.1 0.5 Intersection Summary
HCM 6th Ctrl Delay 60.3
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 79 1111 89 574 875 311 94 73 435 365 140 68 Future Volume (vph) 79 1111 89 574 875 311 94 73 435 365 140 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.89 0.85 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3367 5136 1591 3467 5136 1577 3502 1572 1484 3433 1763 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3367 5136 1591 3467 5136 1577 3502 1572 1484 3433 1763 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 84 1182 95 611 931 331 100 78 463 388 149 72 RTOR Reduction (vph) 0 0 62 0 0 174 0 72 225 0 14 0
Lane Group Flow (vph) 84 1182 33 611 931 157 100 205 39 388 207 0 Confl. Peds. (#/hr) 1 2 2 1 2 2 2 2
Confl. Bikes (#/hr) 1 1 1
Heavy Vehicles (%) 4% 1% 0% 1% 1% 1% 0% 0% 2% 2% 1% 4%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 9.2 44.6 44.6 26.2 61.6 61.6 19.3 19.3 19.3 18.9 18.9 Effective Green, g (s) 9.2 44.6 44.6 26.2 61.6 61.6 19.3 19.3 19.3 18.9 18.9 Actuated g/C Ratio 0.07 0.34 0.34 0.20 0.47 0.47 0.15 0.15 0.15 0.15 0.15 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 238 1762 545 698 2433 747 519 233 220 499 256 v/s Ratio Prot 0.02 c0.23 c0.18 0.18 0.03 c0.13 0.11 c0.12 v/s Ratio Perm 0.02 0.10 0.03
v/c Ratio 0.35 0.67 0.06 0.88 0.38 0.21 0.19 0.88 0.18 0.78 0.81 Uniform Delay, d1 57.6 36.4 28.6 50.3 22.0 20.0 48.5 54.2 48.4 53.5 53.8 Progression Factor 1.01 1.16 3.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.9 0.1 11.5 0.5 0.6 0.1 28.2 0.1 6.8 16.1 Delay (s) 58.1 43.1 111.4 61.8 22.4 20.6 48.6 82.4 48.6 60.4 69.9 Level of Service E D F E C C D F D E E
Approach Delay (s) 48.7 35.0 63.2 63.8
Approach LOS D C E E
Intersection Summary
HCM 2000 Control Delay 47.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 90.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 1111 89 574 875 311 94 73 435 365 140 68 Future Volume (veh/h) 79 1111 89 574 875 311 94 73 435 365 140 68 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1885 1900 1885 1885 1885 1900 1900 1870 1870 1885 1841 Adj Flow Rate, veh/h 84 1182 95 611 931 331 100 0 515 388 149 72 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 4 1 0 1 1 1 0 0 2 2 1 4
Cap, veh/h 224 1739 536 670 2390 732 596 0 520 496 171 83 Arrive On Green 0.13 0.68 0.68 0.19 0.46 0.46 0.16 0.00 0.16 0.14 0.14 0.14 Sat Flow, veh/h 3401 5147 1587 3483 5147 1576 3619 0 3159 3456 1193 576 Grp Volume(v), veh/h 84 1182 95 611 931 331 100 0 515 388 0 221 Grp Sat Flow(s),veh/h/ln1700 1716 1587 1742 1716 1576 1810 0 1579 1728 0 1769 Q Serve(g_s), s 2.9 17.9 2.9 22.3 15.4 18.5 3.1 0.0 21.2 14.1 0.0 15.9 Cycle Q Clear(g_c), s 2.9 17.9 2.9 22.3 15.4 18.5 3.1 0.0 21.2 14.1 0.0 15.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33
Lane Grp Cap(c), veh/h 224 1739 536 670 2390 732 596 0 520 496 0 254 V/C Ratio(X) 0.37 0.68 0.18 0.91 0.39 0.45 0.17 0.00 0.99 0.78 0.00 0.87 Avail Cap(c_a), veh/h 497 1739 536 777 2390 732 596 0 520 569 0 291 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.18 0.18 0.18 0.76 0.76 0.76 1.00 0.00 1.00 0.93 0.00 0.93 Uniform Delay (d), s/veh 54.0 16.9 14.4 51.4 22.8 23.6 46.7 0.0 54.2 53.7 0.0 54.5 Incr Delay (d2), s/veh 0.1 0.4 0.1 10.2 0.4 1.5 0.0 0.0 36.9 4.8 0.0 18.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.2 4.6 1.0 10.7 6.3 7.2 1.4 0.0 11.1 6.5 0.0 8.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.1 17.3 14.6 61.6 23.1 25.1 46.7 0.0 91.1 58.5 0.0 73.0 LnGrp LOS D B B E C C D A F E A E
Approach Vol, veh/h 1361 1873 615 609
Approach Delay, s/veh 19.3 36.0 83.8 63.8
Approach LOS B D F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s29.0 50.7 23.8 12.6 67.2 26.5
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 29.0 37.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 24.3 19.9 17.9 4.9 20.5 23.2 Green Ext Time (p_c), s 0.7 10.5 0.7 0.1 12.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 41.3
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1475 582 204 1408 0 0 0 0 599 5 505 Future Volume (vph) 0 1475 582 204 1408 0 0 0 0 599 5 505 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1551 3433 5136 1698 1704 1583
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1551 3433 5136 1698 1704 1583
Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 1536 606 212 1467 0 0 0 0 624 5 526
RTOR Reduction (vph) 0 0 349 0 0 0 0 0 0 0 0 34
Lane Group Flow (vph) 0 1536 257 213 1467 0 0 0 0 312 317 492 Confl. Peds. (#/hr) 4 5 5 4
Confl. Bikes (#/hr) 6 5
Heavy Vehicles (%) 0% 1% 2% 2% 1% 0% 0% 0% 0% 1% 0% 2%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 50.6 50.6 10.4 65.7 43.1 43.1 43.1 Effective Green, g (s) 50.6 50.6 10.4 65.7 43.1 43.1 43.1 Actuated g/C Ratio 0.42 0.42 0.09 0.55 0.36 0.36 0.36
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2178 657 299 2828 613 615 571
v/s Ratio Prot c0.30 c0.06 0.29
v/s Ratio Perm 0.17 0.18 0.19 c0.31
v/c Ratio 0.71 0.39 0.71 0.52 0.51 0.52 0.86
Uniform Delay, d1 28.2 23.7 53.0 16.9 29.8 29.9 35.3
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 1.9 1.7 6.5 0.7 0.2 0.3 12.2
Delay (s) 30.2 25.5 59.5 17.5 30.1 30.2 47.5
Level of Service C C E B C C D
Approach Delay (s) 28.8 22.9 0.0 38.1
Approach LOS C C A D
Intersection Summary
HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 119.3 Sum of lost time (s) 15.2 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1475 582 204 1408 0 0 0 0 599 5 505 Future Volume (veh/h) 0 1475 582 204 1408 0 0 0 0 599 5 505 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1870 1870 1885 0 1885 1900 1870 Adj Flow Rate, veh/h 0 1536 606 212 1467 0 628 0 526
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 2 2 1 0 1 0 2
Cap, veh/h 0 2281 690 270 2896 0 1237 0 546
Arrive On Green 0.00 0.44 0.44 0.08 0.56 0.00 0.34 0.00 0.34 Sat Flow, veh/h 0 5316 1556 3456 5316 0 3591 0 1585
Grp Volume(v), veh/h 0 1536 606 212 1467 0 628 0 526
Grp Sat Flow(s),veh/h/ln 0 1716 1556 1728 1716 0 1795 0 1585 Q Serve(g_s), s 0.0 26.8 40.2 6.8 19.8 0.0 15.7 0.0 36.9 Cycle Q Clear(g_c), s 0.0 26.8 40.2 6.8 19.8 0.0 15.7 0.0 36.9 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2281 690 270 2896 0 1237 0 546 V/C Ratio(X) 0.00 0.67 0.88 0.79 0.51 0.00 0.51 0.00 0.96 Avail Cap(c_a), veh/h 0 2281 690 1077 2896 0 1594 0 704 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 25.0 28.8 51.3 15.1 0.0 29.5 0.0 36.4 Incr Delay (d2), s/veh 0.0 1.6 14.9 1.9 0.6 0.0 0.1 0.0 20.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 11.0 17.4 3.0 7.6 0.0 6.8 0.0 17.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 26.6 43.7 53.2 15.8 0.0 29.6 0.0 57.0 LnGrp LOS A C D D B A C A E
Approach Vol, veh/h 2142 1679 1154
Approach Delay, s/veh 31.5 20.5 42.1
Approach LOS C C D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s13.5 56.0 43.7 69.5
Change Period (Y+Rc), s* 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 35 50.2 * 50 50.2
Max Q Clear Time (g_c+I1), s 8.8 42.2 38.9 21.8
Green Ext Time (p_c), s 0.0 2.1 0.2 2.7
Intersection Summary
HCM 6th Ctrl Delay 30.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/14/2022 BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1779 318 62 1092 607 481 34 230 0 0 0 Future Volume (vph) 0 1779 318 62 1092 607 481 34 230 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1558 3502 5136 1555 1698 1706 1594 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1558 3502 5136 1555 1698 1706 1594 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 1834 328 64 1126 626 496 35 237 0 0 0 RTOR Reduction (vph) 0 0 88 0 0 221 0 0 188 0 0 0
Lane Group Flow (vph) 0 1834 240 64 1126 405 263 268 49 0 0 0 Confl. Peds. (#/hr) 4 2 2 4 2 2
Confl. Bikes (#/hr) 6 5
Heavy Vehicles (%) 0% 1% 2% 0% 1% 2% 1% 4% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 43.8 43.8 4.4 51.9 51.9 16.8 16.8 16.8 Effective Green, g (s) 43.8 43.8 4.4 51.9 51.9 16.8 16.8 16.8 Actuated g/C Ratio 0.54 0.54 0.05 0.64 0.64 0.21 0.21 0.21 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2791 846 191 3307 1001 353 355 332
v/s Ratio Prot c0.36 0.02 0.22
v/s Ratio Perm 0.15 c0.26 0.15 0.16 0.03
v/c Ratio 0.66 0.28 0.34 0.34 0.40 0.75 0.75 0.15
Uniform Delay, d1 13.1 9.9 36.7 6.5 6.9 29.9 30.0 26.1
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.1 0.4 0.0 0.1 7.3 7.9 0.1
Delay (s) 13.5 10.0 37.1 6.6 7.0 37.2 37.8 26.1
Level of Service B A D A A D D C
Approach Delay (s) 13.0 7.8 34.0 0.0
Approach LOS B A C A
Intersection Summary
HCM 2000 Control Delay 14.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 80.6 Sum of lost time (s) 15.6 Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/14/2022 BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1779 318 62 1092 607 481 34 230 0 0 0 Future Volume (veh/h) 0 1779 318 62 1092 607 481 34 230 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1870 1900 1885 1870 1885 1841 1900 Adj Flow Rate, veh/h 0 1834 328 64 1126 626 521 0 237
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 2 0 1 2 1 4 0
Cap, veh/h 0 2201 659 243 3016 914 677 0 302
Arrive On Green 0.00 0.43 0.43 0.07 0.59 0.59 0.19 0.00 0.19 Sat Flow, veh/h 0 5316 1542 3510 5147 1560 3591 0 1605
Grp Volume(v), veh/h 0 1834 328 64 1126 626 521 0 237
Grp Sat Flow(s),veh/h/ln 0 1716 1542 1755 1716 1560 1795 0 1605 Q Serve(g_s), s 0.0 16.7 8.2 0.9 6.1 14.6 7.3 0.0 7.4
Cycle Q Clear(g_c), s 0.0 16.7 8.2 0.9 6.1 14.6 7.3 0.0 7.4 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2201 659 243 3016 914 677 0 302 V/C Ratio(X) 0.00 0.83 0.50 0.26 0.37 0.68 0.77 0.00 0.78 Avail Cap(c_a), veh/h 0 4899 1467 1351 4899 1485 3397 0 1519 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 13.4 11.0 23.3 5.8 7.6 20.3 0.0 20.4 Incr Delay (d2), s/veh 0.0 0.3 0.2 0.2 0.0 0.3 0.7 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 5.3 2.3 0.4 1.5 3.4 2.8 0.0 2.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 13.7 11.2 23.5 5.8 7.9 21.0 0.0 22.1 LnGrp LOS A B B C A A C A C
Approach Vol, veh/h 2162 1816 758
Approach Delay, s/veh 13.4 7.2 21.4
Approach LOS B A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s8.4 29.4 37.7 15.0
Change Period (Y+Rc), s* 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 20 * 50 50.2 49.9
Max Q Clear Time (g_c+I1), s 2.9 18.7 16.6 9.4
Green Ext Time (p_c), s 0.0 3.5 1.7 0.1
Intersection Summary
HCM 6th Ctrl Delay 12.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/14/2022 BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 410 953 166 107 1155 71 306 155 63 196 98 277 Future Volume (vph) 410 953 166 107 1155 71 306 155 63 196 98 277 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 1.00 0.89
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5085 1594 3502 5136 1587 3467 3401 3502 3149 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5085 1594 3502 5136 1587 3467 3401 3502 3149 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 446 1036 180 116 1255 77 333 168 68 213 107 301 RTOR Reduction (vph) 0 0 101 0 0 50 0 36 0 0 252 0
Lane Group Flow (vph) 446 1036 79 116 1255 27 333 200 0 213 156 0 Confl. Peds. (#/hr) 4 1 1 4 5 2 2 5
Confl. Bikes (#/hr) 2
Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 1% 0% 4% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 19.7 47.3 47.3 11.0 38.3 38.3 15.1 14.3 12.6 12.8 Effective Green, g (s) 19.7 47.3 47.3 11.0 38.3 38.3 15.1 14.3 12.6 12.8 Actuated g/C Ratio 0.18 0.44 0.44 0.10 0.36 0.36 0.14 0.13 0.12 0.12 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 641 2235 700 358 1828 564 486 451 410 374 v/s Ratio Prot c0.13 0.20 0.03 c0.24 c0.10 c0.06 0.06 0.05 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.70 0.46 0.11 0.32 0.69 0.05 0.69 0.44 0.52 0.42 Uniform Delay, d1 41.1 21.2 17.8 44.8 29.5 22.7 44.0 43.0 44.7 43.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.2 0.2 0.1 0.2 1.2 0.0 3.2 0.9 0.5 0.3 Delay (s) 45.3 21.4 17.9 45.0 30.7 22.8 47.2 43.9 45.1 44.2 Level of Service D C B D C C D D D D
Approach Delay (s) 27.5 31.4 45.8 44.5
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 33.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 107.6 Sum of lost time (s) 22.7 Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/14/2022 BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 410 953 166 107 1155 71 306 155 63 196 98 277 Future Volume (veh/h) 410 953 166 107 1155 71 306 155 63 196 98 277 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1900 1900 1885 1900 1885 1900 1841 1900 1900 1885 Adj Flow Rate, veh/h 446 1036 180 116 1255 77 333 168 68 213 107 301 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 0 1 0 1 0 4 0 0 1
Cap, veh/h 546 1976 621 351 1691 520 405 483 188 395 337 298 Arrive On Green 0.16 0.39 0.39 0.10 0.33 0.33 0.12 0.19 0.19 0.11 0.19 0.19 Sat Flow, veh/h 3510 5106 1605 3510 5147 1583 3483 2534 985 3510 1805 1597 Grp Volume(v), veh/h 446 1036 180 116 1255 77 333 118 118 213 107 301 Grp Sat Flow(s),veh/h/ln1755 1702 1605 1755 1716 1583 1742 1805 1714 1755 1805 1597 Q Serve(g_s), s 13.1 16.6 8.3 3.3 23.1 3.7 10.0 6.0 6.4 6.1 5.5 19.9 Cycle Q Clear(g_c), s 13.1 16.6 8.3 3.3 23.1 3.7 10.0 6.0 6.4 6.1 5.5 19.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.57 1.00 1.00
Lane Grp Cap(c), veh/h 546 1976 621 351 1691 520 405 344 327 395 337 298 V/C Ratio(X) 0.82 0.52 0.29 0.33 0.74 0.15 0.82 0.34 0.36 0.54 0.32 1.01 Avail Cap(c_a), veh/h 665 1976 621 675 1941 597 654 676 642 659 337 298 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.5 25.1 22.6 44.6 31.8 25.3 46.0 37.3 37.5 44.7 37.5 43.3 Incr Delay (d2), s/veh 8.6 0.3 0.4 0.2 1.5 0.2 2.0 0.8 1.0 0.4 0.2 54.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln6.3 6.7 3.2 1.4 9.6 1.4 4.4 2.7 2.8 2.7 2.4 12.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.1 25.5 22.9 44.8 33.3 25.4 48.0 38.2 38.5 45.1 37.7 97.8 LnGrp LOS D C C D C C D D D D D F
Approach Vol, veh/h 1662 1448 569 621
Approach Delay, s/veh 32.3 33.8 44.0 69.4
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s16.1 48.0 16.4 26.0 22.4 41.8 16.0 26.4 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 20.5 40.2 20.0 * 20 * 20 40.2 20.0 39.9 Max Q Clear Time (g_c+I1), s 5.3 18.6 12.0 21.9 15.1 25.1 8.1 8.4 Green Ext Time (p_c), s 0.2 11.2 0.4 0.0 1.5 9.9 0.3 2.0 Intersection Summary
HCM 6th Ctrl Delay 39.7
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 348 765 86 97 874 146 149 69 36 293 195 173 Future Volume (vph) 348 765 86 97 874 146 149 69 36 293 195 173 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5085 1562 1805 5136 1591 3467 1900 1592 3502 3300 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5085 1562 1805 5136 1591 3467 1900 1592 3502 3300 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 374 823 92 104 940 157 160 74 39 315 210 186 RTOR Reduction (vph) 0 0 44 0 0 99 0 0 35 0 121 0
Lane Group Flow (vph) 374 823 48 104 940 58 160 74 4 315 275 0 Confl. Peds. (#/hr) 2 1 1 2 2 2
Confl. Bikes (#/hr) 1 1 1
Heavy Vehicles (%) 0% 2% 2% 0% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 31.5 67.3 67.3 12.3 48.1 48.1 12.4 12.4 12.4 17.3 17.3 Effective Green, g (s) 31.5 67.3 67.3 12.3 48.1 48.1 12.4 12.4 12.4 17.3 17.3 Actuated g/C Ratio 0.24 0.52 0.52 0.09 0.37 0.37 0.10 0.10 0.10 0.13 0.13 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 437 2632 808 170 1900 588 330 181 151 466 439 v/s Ratio Prot c0.21 0.16 0.06 c0.18 c0.05 0.04 c0.09 0.08 v/s Ratio Perm 0.03 0.04 0.00
v/c Ratio 0.86 0.31 0.06 0.61 0.49 0.10 0.48 0.41 0.02 0.68 0.63 Uniform Delay, d1 47.1 18.0 15.6 56.6 31.6 26.8 55.8 55.3 53.3 53.7 53.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 14.6 0.3 0.1 4.5 0.9 0.3 1.5 2.0 0.1 4.2 3.2 Delay (s) 61.7 18.4 15.7 61.1 32.5 27.1 57.3 57.4 53.4 57.9 56.5 Level of Service E B B E C C E E D E E
Approach Delay (s) 30.7 34.3 56.8 57.1
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 39.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.63
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 348 765 86 97 874 146 149 69 36 293 195 173 Future Volume (veh/h) 348 765 86 97 874 146 149 69 36 293 195 173 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1870 1870 1900 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 374 823 92 104 940 157 160 74 39 315 210 186 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 0 1 0 1 0 0 0 1 1
Cap, veh/h 401 2888 884 136 2155 665 298 162 135 402 211 177 Arrive On Green 0.22 0.57 0.57 0.08 0.42 0.42 0.09 0.09 0.09 0.11 0.11 0.11 Sat Flow, veh/h 1810 5106 1564 1810 5147 1588 3483 1900 1576 3510 1842 1546 Grp Volume(v), veh/h 374 823 92 104 940 157 160 74 39 315 204 192 Grp Sat Flow(s),veh/h/ln1810 1702 1564 1810 1716 1588 1742 1900 1576 1755 1791 1597 Q Serve(g_s), s 26.4 10.9 3.5 7.3 16.9 8.3 5.7 4.8 3.0 11.3 14.8 14.9 Cycle Q Clear(g_c), s 26.4 10.9 3.5 7.3 16.9 8.3 5.7 4.8 3.0 11.3 14.8 14.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97
Lane Grp Cap(c), veh/h 401 2888 884 136 2155 665 298 162 135 402 205 183 V/C Ratio(X) 0.93 0.29 0.10 0.77 0.44 0.24 0.54 0.46 0.29 0.78 0.99 1.05 Avail Cap(c_a), veh/h 571 2888 884 223 2155 665 380 208 172 402 205 183 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.6 14.6 13.0 59.0 26.9 24.4 57.0 56.6 55.7 56.0 57.5 57.6 Incr Delay (d2), s/veh 13.6 0.2 0.2 3.4 0.6 0.8 2.1 2.8 1.7 10.2 60.8 80.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln13.4 4.2 1.3 3.5 7.1 3.3 2.6 2.4 1.3 5.6 10.2 10.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.3 14.8 13.2 62.3 27.5 25.2 59.1 59.4 57.4 66.2 118.3 137.7 LnGrp LOS E B B E C C E E E E F F
Approach Vol, veh/h 1289 1201 273 711
Approach Delay, s/veh 28.8 30.2 58.9 100.5
Approach LOS C C E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.8 79.3 20.0 32.8 60.2 16.9
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 16.0 64.2 14.9 41.0 39.2 14.2 Max Q Clear Time (g_c+I1), s 9.3 12.9 16.9 28.4 18.9 7.7 Green Ext Time (p_c), s 0.1 11.1 0.0 0.5 9.7 0.8
Intersection Summary
HCM 6th Ctrl Delay 46.3
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 10
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 30 263 26 24 289 129
Future Volume (veh/h) 30 263 26 24 289 129
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 0.98 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1856
Adj Flow Rate, veh/h 33 292 29 27 321 143
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, % 0 1 2 0 1 3
Cap, veh/h 429 379 291 233 411 1804
Arrive On Green 0.24 0.24 0.16 0.16 0.23 0.51
Sat Flow, veh/h 1810 1598 1948 1485 1795 3618
Grp Volume(v), veh/h 33 292 28 28 321 143
Grp Sat Flow(s),veh/h/ln1810 1598 1777 1563 1795 1763
Q Serve(g_s), s 0.5 5.4 0.4 0.5 5.3 0.7
Cycle Q Clear(g_c), s 0.5 5.4 0.4 0.5 5.3 0.7
Prop In Lane 1.00 1.00 0.95 1.00
Lane Grp Cap(c), veh/h 429 379 279 245 411 1804
V/C Ratio(X) 0.08 0.77 0.10 0.12 0.78 0.08
Avail Cap(c_a), veh/h 2103 1857 1898 1669 1128 3323
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.4 11.3 11.5 11.5 11.5 4.0
Incr Delay (d2), s/veh 0.0 1.3 0.2 0.3 1.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.1 1.5 0.1 0.2 1.7 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.5 12.6 11.7 11.8 12.8 4.0
LnGrp LOS A B B B B A
Approach Vol, veh/h 325 56 464
Approach Delay, s/veh 12.3 11.8 10.1
Approach LOS B B B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s11.3 9.0 20.3 11.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 7.3 2.5 2.7 7.4
Green Ext Time (p_c), s 0.4 0.4 1.2 0.6
Intersection Summary
HCM 6th Ctrl Delay 11.0
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 11
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 50 36 0 4 118 46 113
Future Volume (vph) 50 36 0 4 118 46 113
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.86 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3047 1504 3574
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3047 1504 3574
Peak-hour factor, PHF 0.88 0.88 0.92 0.88 0.88 0.88 0.88 Adj. Flow (vph) 57 41 0 5 134 52 128
RTOR Reduction (vph) 0 37 0 49 0 0 0
Lane Group Flow (vph) 57 4 0 90 0 52 128
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr) 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 20% 1%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 5.4 5.4 37.6 4.2 45.8
Effective Green, g (s) 5.4 5.4 37.6 4.2 45.8
Actuated g/C Ratio 0.09 0.09 0.64 0.07 0.77
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 161 147 1935 106 2765
v/s Ratio Prot c0.03 0.03 c0.03 c0.04
v/s Ratio Perm 0.00
v/c Ratio 0.35 0.03 0.05 0.49 0.05
Uniform Delay, d1 25.3 24.5 4.1 26.5 1.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.5 0.0 0.0 1.3 0.0
Delay (s) 25.8 24.5 4.1 27.8 1.6
Level of Service C C A C A
Approach Delay (s) 25.2 4.1 9.2
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 11.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.12
Actuated Cycle Length (s) 59.2 Sum of lost time (s) 12.0 Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/14/2022 BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 12
Intersection
Int Delay, s/veh 4.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 48 125 48 63 47 102
Future Vol, veh/h 48 125 48 63 47 102
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 4 2 1
Mvmt Flow 56 145 56 73 55 119
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 205 56 175 0 - 0
Stage 1 56 - - - - -
Stage 2 149 - - - - -
Critical Hdwy 6.6 6.2 4.1 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.8 - - - - -
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 779 1016 1414 - - -
Stage 1 972 - - - - -
Stage 2 869 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 746 1015 1413 - - -
Mov Cap-2 Maneuver 746 - - - - -
Stage 1 932 - - - - -
Stage 2 868 - - - - -
Approach EB NB SB
HCM Control Delay, s 9.4 3.3 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1413 - 746 1015 - -
HCM Lane V/C Ratio 0.04 - 0.075 0.143 - -
HCM Control Delay (s) 7.7 - 10.2 9.1 - -
HCM Lane LOS A - B A - -
HCM 95th %tile Q(veh) 0.1 - 0.2 0.5 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 02/10/2023
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 29 29 0 92 98 63
Future Volume (Veh/h) 29 29 0 92 98 63
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75
Hourly flow rate (vph) 39 39 0 123 131 84
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 254 131 215
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 254 131 215
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 95 96 100
cM capacity (veh/h) 737 924 1367
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 26 52 123 131 84
Volume Left 26 13 0 0 0
Volume Right 0 39 0 0 84
cSH 737 869 1367 1700 1700
Volume to Capacity 0.04 0.06 0.00 0.08 0.05
Queue Length 95th (ft) 3 5 0 0 0
Control Delay (s) 10.1 9.4 0.0 0.0 0.0
Lane LOS B A
Approach Delay (s) 9.6 0.0 0.0
Approach LOS A
Intersection Summary
Average Delay 1.8
Intersection Capacity Utilization 15.4% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 14
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 117 0 0 86 0 0
Future Vol, veh/h 117 0 0 86 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 136 0 0 100 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 136 0 186 68
Stage 1 - - - - 136 -
Stage 2 - - - - 50 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1461 - 791 988
Stage 1 - - - - 882 -
Stage 2 - - - - 972 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1461 - 791 988
Mov Cap-2 Maneuver - - - - 791 -
Stage 1 - - - - 882 -
Stage 2 - - - - 972 -
Approach EB WB NB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) - - - 1461 -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) - - - 0 -
HCM 6th TWSC
102: Central Access & Lone Tree Plaza 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 15
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 59 0 0 43 0 0 0 0 0 0 43
Future Vol, veh/h 58 59 0 0 43 0 0 0 0 0 0 43
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 62 63 0 0 46 0 0 0 0 0 0 46
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 46 0 - 63 0 0 210 233 32 202 233 23 Stage 1 - - - - - - 187 187 - 46 46 -
Stage 2 - - - - - - 23 46 - 156 187 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1575 - 0 1553 - 0 734 671 1041 744 671 1055 Stage 1 - - 0 - - 0 803 749 - 968 861 -
Stage 2 - - 0 - - 0 998 861 - 836 749 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1575 - - 1553 - - 680 643 1041 721 643 1055 Mov Cap-2 Maneuver - - - - - - 680 643 - 721 643 -
Stage 1 - - - - - - 770 718 - 928 861 -
Stage 2 - - - - - - 955 861 - 802 718 -
Approach EB WB NB SB
HCM Control Delay, s 3.7 0 0 8.6

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBL WBT SBLn1
Capacity (veh/h) - 1575 - 1553 - 1055
HCM Lane V/C Ratio - 0.039 - - - 0.043
HCM Control Delay (s) 0 7.4 0.1 0 - 8.6
HCM Lane LOS A A A A - A
HCM 95th %tile Q(veh) - 0.1 - 0 - 0.1
HCM 6th TWSC
103: East Access & Lone Tree Plaza 12/14/2022
BG SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 16
Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 59 0 0 0 0 0 0 0 0 0 0 43
Future Vol, veh/h 59 0 0 0 0 0 0 0 0 0 0 43
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - 80 - - 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0
Mvmt Flow 63 0 0 0 0 0 0 0 0 0 0 46
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1 0 0 0 0 0 150 127 - 127 127 1
Stage 1 - - - - - - 126 126 - 1 1 -
Stage 2 - - - - - - 24 1 - 126 126 -
Critical Hdwy 4.1 - - 4.1 - - 7.3 6.515 - 7.3 6.515 6.2 Critical Hdwy Stg 1 - - - - - - 6.5 5.515 - 6.1 5.515 - Critical Hdwy Stg 2 - - - - - - 6.1 5.515 - 6.5 5.515 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4.0095 - 3.5 4.0095 3.3 Pot Cap-1 Maneuver 1635 - - - - 0 815 765 0 845 765 1090 Stage 1 - - - - - 0 870 793 0 1027 897 -
Stage 2 - - - - - 0 999 897 0 870 793 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1635 - - - - - 757 735 - 820 735 1090 Mov Cap-2 Maneuver - - - - - - 757 735 - 820 735 -
Stage 1 - - - - - - 836 762 - 987 897 -
Stage 2 - - - - - - 957 897 - 836 762 -
Approach EB WB NB SB
HCM Control Delay, s 7.3 0 0 8.4

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT SBLn1 SBLn2 Capacity (veh/h) - - 1635 - - - - - 1090
HCM Lane V/C Ratio - - 0.039 - - - - - 0.042
HCM Control Delay (s) 0 0 7.3 - - 0 - 0 8.4
HCM Lane LOS A A A - - A - A A
HCM 95th %tile Q(veh) - - 0.1 - - - - - 0.1
Appendix E -
Background Plus
Project Traffic
Conditions
HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 1
Intersection
Intersection Delay, s/veh 12.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 19 112 69 26 1 149 239 65 0 180 7
Future Vol, veh/h 2 19 112 69 26 1 149 239 65 0 180 7
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 0 6 2 2 0 0 0 1 1 0 1 14
Mvmt Flow 2 21 123 76 29 1 164 263 71 0 198 8
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 11.5 11.4 12.3 13.2

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 15% 0% 96% 100% 96%
Vol Right, % 0% 0% 100% 0% 85% 0% 4% 0% 4%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 149 239 65 2 131 69 27 0 187
LT Vol 149 0 0 2 0 69 0 0 0
Through Vol 0 239 0 0 19 0 26 0 180
RT Vol 0 0 65 0 112 0 1 0 7
Lane Flow Rate 164 263 71 2 144 76 30 0 205
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.296 0.44 0.106 0.005 0.258 0.159 0.058 0 0.374 Departure Headway (Hd) 6.515 6.028 5.321 7.457 6.446 7.572 7.003 6.561 6.551 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 550 596 671 478 554 472 509 0 547
Service Time 4.272 3.784 3.077 5.23 4.218 5.352 4.783 4.328 4.319 HCM Lane V/C Ratio 0.298 0.441 0.106 0.004 0.26 0.161 0.059 0 0.375 HCM Control Delay 12 13.5 8.7 10.3 11.5 11.8 10.2 9.3 13.2 HCM Lane LOS B B A B B B B N B
HCM 95th-tile Q 1.2 2.2 0.4 0 1 0.6 0.2 0 1.7
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 0 15 102 0 19 19 426 28 12 340 3 Future Volume (veh/h) 2 0 15 102 0 19 19 426 28 12 340 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1900 1885 1900 1870 1900 Adj Flow Rate, veh/h 2 0 17 115 0 21 21 479 31 13 382 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 0 0 1 0 0 0 0 1 0 2 0
Cap, veh/h 2 0 17 166 0 149 23 1111 72 14 1148 9
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.09 0.01 0.32 0.32 0.01 0.32 0.32 Sat Flow, veh/h 171 0 1458 1795 0 1610 1810 3442 222 1810 3613 28 Grp Volume(v), veh/h 19 0 0 115 0 21 21 251 259 13 188 197 Grp Sat Flow(s),veh/h/ln1629 0 0 1795 0 1610 1810 1805 1860 1810 1777 1864 Q Serve(g_s), s 0.4 0.0 0.0 2.0 0.0 0.4 0.4 3.5 3.5 0.2 2.6 2.6 Cycle Q Clear(g_c), s 0.4 0.0 0.0 2.0 0.0 0.4 0.4 3.5 3.5 0.2 2.6 2.6 Prop In Lane 0.11 0.89 1.00 1.00 1.00 0.12 1.00 0.02
Lane Grp Cap(c), veh/h 19 0 0 166 0 149 23 583 600 14 565 593 V/C Ratio(X) 1.00 0.00 0.00 0.69 0.00 0.14 0.92 0.43 0.43 0.94 0.33 0.33 Avail Cap(c_a), veh/h 819 0 0 2087 0 1872 910 1928 1986 910 1898 1992 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 0.0 0.0 14.0 0.0 13.3 15.7 8.5 8.5 15.8 8.3 8.3 Incr Delay (d2), s/veh 59.8 0.0 0.0 1.9 0.0 0.2 35.6 0.7 0.7 55.2 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.0 0.7 0.0 0.1 0.4 1.0 1.1 0.3 0.7 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.5 0.0 0.0 16.0 0.0 13.4 51.3 9.2 9.2 71.0 8.8 8.7 LnGrp LOS F A A B A B D A A E A A
Approach Vol, veh/h 19 136 531 398
Approach Delay, s/veh 75.5 15.6 10.9 10.8
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.2 16.3 4.4 4.4 16.1 6.9
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s2.2 5.5 2.4 2.4 4.6 4.0
Green Ext Time (p_c), s 0.0 4.7 0.0 0.0 3.4 0.2
Intersection Summary
HCM 6th Ctrl Delay 12.6
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/14/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 210 752 20 66 519 194 47 62 21 474 104 105 Future Volume (vph) 210 752 20 66 519 194 47 62 21 474 104 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 5112 1770 5136 1554 1805 3369 3502 3610 1561 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 5112 1770 5136 1554 1805 3369 3502 3610 1561 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 233 836 22 73 577 216 52 69 23 527 116 117 RTOR Reduction (vph) 0 1 0 0 0 160 0 20 0 0 0 84
Lane Group Flow (vph) 233 857 0 73 577 56 52 72 0 527 116 33 Confl. Peds. (#/hr) 5 5 2 3 3 2
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 1% 1% 3% 2% 1% 2% 0% 2% 5% 0% 0% 2%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 19.6 38.0 8.4 26.3 26.3 7.2 11.2 24.2 28.7 28.7 Effective Green, g (s) 19.6 38.0 8.4 26.3 26.3 7.2 11.2 24.2 28.7 28.7 Actuated g/C Ratio 0.19 0.37 0.08 0.26 0.26 0.07 0.11 0.24 0.28 0.28 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 344 1911 146 1329 402 127 371 834 1019 440 v/s Ratio Prot c0.13 c0.17 0.04 0.11 0.03 c0.02 c0.15 0.03 v/s Ratio Perm 0.04 0.02
v/c Ratio 0.68 0.45 0.50 0.43 0.14 0.41 0.19 0.63 0.11 0.08 Uniform Delay, d1 38.1 23.9 44.6 31.4 28.9 45.2 41.1 34.7 27.0 26.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.2 0.4 2.7 0.5 0.3 2.1 0.5 2.2 0.1 0.2 Delay (s) 43.3 24.3 47.3 31.9 29.3 47.3 41.6 36.9 27.1 26.9 Level of Service D C D C C D D D C C
Approach Delay (s) 28.3 32.6 43.7 33.9
Approach LOS C C D C
Intersection Summary
HCM 2000 Control Delay 31.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 101.6 Sum of lost time (s) 20.3 Intersection Capacity Utilization 57.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 210 752 20 66 519 194 47 62 21 474 104 105 Future Volume (veh/h) 210 752 20 66 519 194 47 62 21 474 104 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1856 1870 1885 1870 1900 1870 1826 1900 1900 1870 Adj Flow Rate, veh/h 233 836 22 73 577 216 52 69 23 527 116 117 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 3 2 1 2 0 2 5 0 0 2
Cap, veh/h 283 2008 53 96 1439 435 68 218 69 778 985 431 Arrive On Green 0.16 0.39 0.39 0.05 0.28 0.28 0.04 0.08 0.08 0.22 0.27 0.27 Sat Flow, veh/h 1795 5154 135 1781 5147 1555 1810 2645 840 3510 3610 1580 Grp Volume(v), veh/h 233 556 302 73 577 216 52 45 47 527 116 117 Grp Sat Flow(s),veh/h/ln1795 1716 1858 1781 1716 1555 1810 1777 1708 1755 1805 1580 Q Serve(g_s), s 9.9 9.3 9.3 3.2 7.1 9.1 2.2 1.9 2.0 10.8 1.9 4.6 Cycle Q Clear(g_c), s 9.9 9.3 9.3 3.2 7.1 9.1 2.2 1.9 2.0 10.8 1.9 4.6 Prop In Lane 1.00 0.07 1.00 1.00 1.00 0.49 1.00 1.00
Lane Grp Cap(c), veh/h 283 1337 724 96 1439 435 68 147 141 778 985 431 V/C Ratio(X) 0.82 0.42 0.42 0.76 0.40 0.50 0.76 0.31 0.33 0.68 0.12 0.27 Avail Cap(c_a), veh/h 686 1747 946 680 2621 792 922 679 653 1788 1379 603 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.0 17.5 17.5 36.6 23.0 23.7 37.4 33.9 34.0 28.0 21.4 22.4 Incr Delay (d2), s/veh 5.9 0.4 0.8 11.4 0.4 1.9 16.0 2.5 2.9 2.2 0.1 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.6 3.5 3.9 1.7 2.8 3.4 1.3 0.9 0.9 4.6 0.8 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.9 17.9 18.3 48.0 23.3 25.5 53.5 36.4 36.9 30.2 21.6 23.1 LnGrp LOS D B B D C C D D D C C C
Approach Vol, veh/h 1091 866 144 760
Approach Delay, s/veh 22.3 26.0 42.7 27.8
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.7 35.9 7.5 26.4 17.4 27.3 22.4 11.5 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s5.2 11.3 4.2 6.6 11.9 11.1 12.8 4.0 Green Ext Time (p_c), s 0.2 11.6 0.1 2.1 0.6 9.9 4.6 0.8 Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/14/2022 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 19 1014 173 416 674 23 215 12 302 24 7 6 Future Volume (vph) 19 1014 173 416 674 23 215 12 302 24 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5002 1805 5108 3467 1900 1565 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5002 1805 5108 3467 1900 1565 1805 1768 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 20 1067 182 438 709 24 226 13 318 25 7 6 RTOR Reduction (vph) 0 18 0 0 1 0 0 0 289 0 6 0
Lane Group Flow (vph) 20 1231 0 438 732 0 226 13 29 25 7 0 Confl. Peds. (#/hr) 1 1 1 1 8 8
Confl. Bikes (#/hr) 7
Heavy Vehicles (%) 0% 1% 2% 0% 1% 0% 1% 0% 1% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 3.8 34.4 54.8 85.4 17.0 12.0 12.0 8.2 4.4 Effective Green, g (s) 3.8 34.4 54.8 85.4 17.0 12.0 12.0 8.2 4.4 Actuated g/C Ratio 0.03 0.26 0.42 0.66 0.13 0.09 0.09 0.06 0.03 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 52 1323 760 3355 453 175 144 113 59
v/s Ratio Prot 0.01 c0.25 c0.24 0.14 c0.07 0.01 0.01 0.00 v/s Ratio Perm c0.02
v/c Ratio 0.38 0.93 0.58 0.22 0.50 0.07 0.20 0.22 0.12
Uniform Delay, d1 62.0 46.6 28.7 8.9 52.5 53.9 54.6 57.9 60.9 Progression Factor 1.00 1.00 1.23 2.51 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.3 12.9 1.2 0.1 1.2 0.2 0.7 1.4 0.3 Delay (s) 68.3 59.6 36.6 22.6 53.7 54.1 55.3 59.2 61.3
Level of Service E E D C D D E E E
Approach Delay (s) 59.7 27.8 54.6 59.9
Approach LOS E C D E
Intersection Summary
HCM 2000 Control Delay 46.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.67
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/20/2022 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 1014 173 416 674 23 215 12 302 24 7 6 Future Volume (veh/h) 19 1014 173 416 674 23 215 12 302 24 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 20 1067 165 438 709 24 226 13 14 25 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 64 2351 363 216 3107 105 305 217 179 152 112 96 Arrive On Green 0.04 0.52 0.52 0.24 1.00 1.00 0.09 0.11 0.11 0.08 0.12 0.12 Sat Flow, veh/h 1810 4486 693 1810 5112 173 3483 1900 1564 1810 935 801 Grp Volume(v), veh/h 20 816 416 438 475 258 226 13 14 25 0 13 Grp Sat Flow(s),veh/h/ln1810 1716 1748 1810 1716 1854 1742 1900 1564 1810 0 1736 Q Serve(g_s), s 1.4 19.3 19.3 15.5 0.0 0.0 8.2 0.8 0.8 1.7 0.0 0.9 Cycle Q Clear(g_c), s 1.4 19.3 19.3 15.5 0.0 0.0 8.2 0.8 0.8 1.7 0.0 0.9 Prop In Lane 1.00 0.40 1.00 0.09 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 64 1798 916 216 2085 1127 305 217 179 152 0 208 V/C Ratio(X) 0.31 0.45 0.45 2.03 0.23 0.23 0.74 0.06 0.08 0.16 0.00 0.06 Avail Cap(c_a), veh/h 216 1798 916 216 2085 1127 871 471 387 452 0 446 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.85 0.85 0.94 0.94 0.94 0.92 0.92 0.92 1.00 0.00 1.00 Uniform Delay (d), s/veh 61.1 19.3 19.3 49.5 0.0 0.0 57.9 51.3 31.0 55.3 0.0 50.7 Incr Delay (d2), s/veh 3.3 0.7 1.4 478.5 0.2 0.4 4.6 0.1 0.2 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 7.8 8.2 34.8 0.1 0.1 3.8 0.4 0.4 0.8 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.4 20.0 20.7 528.0 0.2 0.4 62.5 51.4 31.1 56.1 0.0 50.8 LnGrp LOS E C C F A A E D C E A D
Approach Vol, veh/h 1252 1171 253 38
Approach Delay, s/veh 21.0 197.7 60.2 54.2
Approach LOS C F E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s20.0 73.9 15.9 20.2 9.1 84.8 15.4 20.7 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s15.5 29.2 32.5 33.4 15.5 29.2 32.5 32.2 Max Q Clear Time (g_c+I1), s 17.5 21.3 10.2 2.9 3.4 2.0 3.7 2.8 Green Ext Time (p_c), s 0.0 6.7 1.2 0.0 0.0 11.7 0.1 0.1 Intersection Summary
HCM 6th Ctrl Delay 101.3
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/14/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 1281 105 708 905 325 128 95 512 301 104 49 Future Volume (vph) 55 1281 105 708 905 325 128 95 512 301 104 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 0.85 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1593 3502 5136 1592 3502 1598 1515 3467 1787 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1593 3502 5136 1592 3502 1598 1515 3467 1787 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 58 1348 111 745 953 342 135 100 539 317 109 52 RTOR Reduction (vph) 0 0 72 0 0 184 0 60 210 0 14 0
Lane Group Flow (vph) 58 1348 39 745 953 158 135 266 103 317 147 0 Confl. Peds. (#/hr) 2 2 1 1 1 1
Confl. Bikes (#/hr) 3 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 0% 1% 0% 1% 1% 0%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 7.2 46.1 46.1 21.1 60.0 60.0 25.4 25.4 25.4 16.4 16.4 Effective Green, g (s) 7.2 46.1 46.1 21.1 60.0 60.0 25.4 25.4 25.4 16.4 16.4 Actuated g/C Ratio 0.06 0.35 0.35 0.16 0.46 0.46 0.20 0.20 0.20 0.13 0.13 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 193 1821 564 568 2370 734 684 312 296 437 225 v/s Ratio Prot 0.02 c0.26 c0.21 0.19 0.04 c0.17 c0.09 0.08 v/s Ratio Perm 0.02 0.10 0.07
v/c Ratio 0.30 0.74 0.07 1.31 0.40 0.22 0.20 0.85 0.35 0.73 0.65 Uniform Delay, d1 59.0 36.7 27.8 54.5 23.1 20.9 43.8 50.5 45.2 54.6 54.1 Progression Factor 1.37 0.34 0.02 0.70 1.09 2.35 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 1.9 0.2 149.7 0.4 0.5 0.1 18.8 0.3 5.0 5.1 Delay (s) 81.0 14.2 0.6 188.0 25.6 49.7 43.8 69.3 45.4 59.7 59.2 Level of Service F B A F C D D E D E E
Approach Delay (s) 15.8 88.9 55.2 59.5
Approach LOS B F E E
Intersection Summary
HCM 2000 Control Delay 57.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.87
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 88.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 1281 105 708 905 325 128 95 512 301 104 49 Future Volume (veh/h) 55 1281 105 708 905 325 128 95 512 301 104 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1885 1900 1885 1885 1900 Adj Flow Rate, veh/h 58 1348 36 745 953 148 135 264 210 317 109 52 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 0 0 1 0 0 1 0 1 1 0
Cap, veh/h 213 2187 674 513 2626 821 563 293 250 389 134 64 Arrive On Green 0.12 0.85 0.85 0.24 0.85 0.85 0.16 0.16 0.16 0.11 0.11 0.11 Sat Flow, veh/h 3510 5147 1586 3510 5147 1608 3619 1885 1607 3483 1199 572 Grp Volume(v), veh/h 58 1348 36 745 953 148 135 264 210 317 0 161 Grp Sat Flow(s),veh/h/ln1755 1716 1586 1755 1716 1608 1810 1885 1607 1742 0 1771 Q Serve(g_s), s 2.0 10.7 0.5 19.0 5.1 2.1 4.3 17.9 16.5 11.6 0.0 11.5 Cycle Q Clear(g_c), s 2.0 10.7 0.5 19.0 5.1 2.1 4.3 17.9 16.5 11.6 0.0 11.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.32
Lane Grp Cap(c), veh/h 213 2187 674 513 2626 821 563 293 250 389 0 198 V/C Ratio(X) 0.27 0.62 0.05 1.45 0.36 0.18 0.24 0.90 0.84 0.81 0.00 0.81 Avail Cap(c_a), veh/h 513 2187 674 513 2626 821 596 310 265 573 0 292 HCM Platoon Ratio 2.00 2.00 2.00 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.45 0.45 0.45 0.72 0.72 0.72 1.00 1.00 1.00 0.98 0.00 0.98 Uniform Delay (d), s/veh 54.5 6.4 5.7 49.1 5.1 4.9 48.1 53.9 53.3 56.4 0.0 56.4 Incr Delay (d2), s/veh 0.1 0.6 0.1 211.2 0.3 0.3 0.1 25.5 18.6 3.4 0.0 6.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 2.4 0.2 22.7 1.6 0.8 1.9 10.5 8.0 5.3 0.0 5.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.6 7.0 5.7 260.4 5.4 5.2 48.2 79.4 71.9 59.8 0.0 62.8 LnGrp LOS D A A F A A D E E E A E
Approach Vol, veh/h 1442 1846 609 478
Approach Delay, s/veh 8.9 108.3 69.9 60.8
Approach LOS A F E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s23.0 62.0 19.6 11.9 73.1 25.3
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s19.0 47.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 21.0 12.7 13.6 4.0 7.1 19.9 Green Ext Time (p_c), s 0.0 17.8 0.8 0.1 13.2 0.3
Intersection Summary
HCM 6th Ctrl Delay 65.0
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/14/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1563 657 148 1419 0 0 0 0 537 2 570 Future Volume (vph) 0 1563 657 148 1419 0 0 0 0 537 2 570 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1577 3502 5187 1698 1703 1599
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1577 3502 5187 1698 1703 1599
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 1645 692 156 1494 0 0 0 0 565 2 600
RTOR Reduction (vph) 0 0 369 0 0 0 0 0 0 0 0 41
Lane Group Flow (vph) 0 1645 323 156 1494 0 0 0 0 282 285 559 Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 4 1
Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% 0% 0% 0% 1% 0% 1%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 60.7 60.7 8.8 74.2 45.3 45.3 45.3 Effective Green, g (s) 60.7 60.7 8.8 74.2 45.3 45.3 45.3 Actuated g/C Ratio 0.47 0.47 0.07 0.57 0.35 0.35 0.35
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2398 736 237 2960 591 593 557
v/s Ratio Prot c0.32 c0.04 0.29
v/s Ratio Perm 0.20 0.17 0.17 c0.35
v/c Ratio 0.69 0.44 0.66 0.50 0.48 0.48 1.00
Uniform Delay, d1 27.2 23.2 59.1 16.8 33.1 33.1 42.4
Progression Factor 1.82 11.16 0.96 0.84 1.00 1.00 1.00
Incremental Delay, d2 1.2 1.4 4.7 0.6 0.2 0.2 39.0
Delay (s) 50.5 260.7 61.6 14.7 33.3 33.4 81.3
Level of Service D F E B C C F
Approach Delay (s) 112.8 19.1 0.0 58.0
Approach LOS F B A E
Intersection Summary
HCM 2000 Control Delay 70.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 74.1% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1563 657 148 1419 0 0 0 0 537 2 570 Future Volume (veh/h) 0 1563 657 148 1419 0 0 0 0 537 2 570 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1900 1900 0 1885 1900 1885 Adj Flow Rate, veh/h 0 1645 267 156 1494 0 566 0 557
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 0 0 0 1 0 1
Cap, veh/h 0 2447 749 208 2961 0 1251 0 557
Arrive On Green 0.00 0.95 0.95 0.06 0.57 0.00 0.35 0.00 0.35 Sat Flow, veh/h 0 5316 1575 3510 5358 0 3591 0 1598
Grp Volume(v), veh/h 0 1645 267 156 1494 0 566 0 557
Grp Sat Flow(s),veh/h/ln 0 1716 1575 1755 1729 0 1795 0 1598 Q Serve(g_s), s 0.0 5.6 1.6 5.7 22.6 0.0 15.8 0.0 45.3
Cycle Q Clear(g_c), s 0.0 5.6 1.6 5.7 22.6 0.0 15.8 0.0 45.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2447 749 208 2961 0 1251 0 557 V/C Ratio(X) 0.00 0.67 0.36 0.75 0.50 0.00 0.45 0.00 1.00 Avail Cap(c_a), veh/h 0 2447 749 980 2961 0 1251 0 557
HCM Platoon Ratio 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.62 0.62 0.91 0.91 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 1.8 1.7 60.2 16.8 0.0 32.8 0.0 42.4 Incr Delay (d2), s/veh 0.0 0.9 0.8 1.9 0.6 0.0 0.1 0.0 38.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 1.1 0.6 2.6 9.0 0.0 7.0 0.0 23.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 2.7 2.5 62.1 17.4 0.0 32.9 0.0 80.6 LnGrp LOS A A A E B A C A F
Approach Vol, veh/h 1912 1650 1123
Approach Delay, s/veh 2.7 21.6 56.5
Approach LOS A C E
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s12.4 67.6 50.0 80.0
Change Period (Y+Rc), s* 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s* 36 33.2 * 45 73.2
Max Q Clear Time (g_c+I1), s7.7 7.6 47.3 24.6
Green Ext Time (p_c), s 0.0 3.0 0.0 2.8
Intersection Summary
HCM 6th Ctrl Delay 22.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/14/2022 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1625 474 42 874 502 643 18 190 0 0 0 Future Volume (vph) 0 1625 474 42 874 502 643 18 190 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1569 3467 5136 1560 1698 1707 1587 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1569 3467 5136 1560 1698 1707 1587 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 1675 489 43 901 518 663 19 196 0 0 0
RTOR Reduction (vph) 0 0 124 0 0 170 0 0 150 0 0 0
Lane Group Flow (vph) 0 1675 365 43 901 348 338 344 46 0 0 0 Confl. Peds. (#/hr) 7 3 3 7 5 5
Confl. Bikes (#/hr) 8
Heavy Vehicles (%) 0% 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 78.8 78.8 4.8 87.3 87.3 30.8 30.8 30.8 Effective Green, g (s) 78.8 78.8 4.8 87.3 87.3 30.8 30.8 30.8 Actuated g/C Ratio 0.61 0.61 0.04 0.67 0.67 0.24 0.24 0.24 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 3113 951 128 3449 1047 402 404 375
v/s Ratio Prot c0.33 0.01 0.18
v/s Ratio Perm 0.23 c0.22 0.20 0.20 0.03
v/c Ratio 0.54 0.38 0.34 0.26 0.33 0.84 0.85 0.12
Uniform Delay, d1 15.0 13.1 61.0 8.5 9.0 47.3 47.4 39.0 Progression Factor 0.61 0.56 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 0.9 0.6 0.2 0.9 14.1 15.2 0.1 Delay (s) 9.6 8.3 61.6 8.7 9.9 61.3 62.6 39.0
Level of Service A A E A A E E D
Approach Delay (s) 9.3 10.7 56.9 0.0
Approach LOS A B E A
Intersection Summary
HCM 2000 Control Delay 19.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.6 Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/20/2022 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1625 474 42 874 502 643 18 190 0 0 0 Future Volume (veh/h) 0 1625 474 42 874 502 643 18 190 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 1885 1885 1900 1900 Adj Flow Rate, veh/h 0 1675 312 43 901 318 677 0 14
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 1 1 0 0
Cap, veh/h 0 3233 976 127 3606 1116 746 0 332
Arrive On Green 0.00 0.63 0.63 0.04 0.70 0.70 0.21 0.00 0.21 Sat Flow, veh/h 0 5316 1554 3483 5147 1593 3591 0 1599
Grp Volume(v), veh/h 0 1675 312 43 901 318 677 0 14
Grp Sat Flow(s),veh/h/ln 0 1716 1554 1742 1716 1593 1795 0 1599 Q Serve(g_s), s 0.0 23.3 12.1 1.6 8.3 9.7 23.9 0.0 0.9
Cycle Q Clear(g_c), s 0.0 23.3 12.1 1.6 8.3 9.7 23.9 0.0 0.9 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3233 976 127 3606 1116 746 0 332 V/C Ratio(X) 0.00 0.52 0.32 0.34 0.25 0.28 0.91 0.00 0.04 Avail Cap(c_a), veh/h 0 3233 976 597 3606 1116 1323 0 589 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.71 0.71 0.78 0.78 0.78 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 13.3 11.2 61.1 7.1 7.3 50.3 0.0 41.2 Incr Delay (d2), s/veh 0.0 0.4 0.6 0.5 0.1 0.5 2.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 8.9 4.3 0.7 2.9 3.3 11.0 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 13.7 11.9 61.6 7.2 7.8 52.6 0.0 41.2 LnGrp LOS A B B E A A D A D
Approach Vol, veh/h 1987 1262 691
Approach Delay, s/veh 13.5 9.2 52.3
Approach LOS B A D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s9.4 88.5 97.9 32.1
Change Period (Y+Rc), s* 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s* 22 * 43 70.2 47.9
Max Q Clear Time (g_c+I1), s3.6 25.3 11.7 25.9
Green Ext Time (p_c), s 0.0 3.0 1.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/14/2022 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 323 961 216 86 990 60 257 110 79 143 89 196 Future Volume (vph) 323 961 216 86 990 60 257 110 79 143 89 196 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 0.90
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1588 3502 5136 1615 3467 3298 3502 3184 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1588 3502 5136 1615 3467 3298 3502 3184 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 336 1001 225 90 1031 62 268 115 82 149 93 204 RTOR Reduction (vph) 0 0 128 0 0 41 0 71 0 0 178 0
Lane Group Flow (vph) 336 1001 97 90 1031 22 268 126 0 149 119 0 Confl. Peds. (#/hr) 2 2 3 6 6 3
Confl. Bikes (#/hr) 6 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 1% 1% 3% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 16.8 42.4 42.4 8.5 33.8 33.8 13.3 12.9 12.1 12.7 Effective Green, g (s) 16.8 42.4 42.4 8.5 33.8 33.8 13.3 12.9 12.1 12.7 Actuated g/C Ratio 0.17 0.43 0.43 0.09 0.34 0.34 0.14 0.13 0.12 0.13 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 598 2215 684 302 1765 555 469 432 431 411 v/s Ratio Prot c0.10 0.19 0.03 c0.20 c0.08 c0.04 0.04 0.04 v/s Ratio Perm 0.06 0.01
v/c Ratio 0.56 0.45 0.14 0.30 0.58 0.04 0.57 0.29 0.35 0.29 Uniform Delay, d1 37.4 19.7 16.9 42.1 26.5 21.4 39.8 38.6 39.5 38.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.2 0.1 0.2 0.6 0.0 1.0 0.5 0.2 0.1 Delay (s) 39.4 19.9 17.1 42.3 27.1 21.5 40.9 39.1 39.7 38.9 Level of Service D B B D C C D D D D
Approach Delay (s) 23.7 27.9 40.1 39.1
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 98.3 Sum of lost time (s) 22.7 Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/20/2022 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 323 961 216 86 990 60 257 110 79 143 89 196 Future Volume (veh/h) 323 961 216 86 990 60 257 110 79 143 89 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1885 1885 1856 1900 1900 1885 Adj Flow Rate, veh/h 336 1001 225 90 1031 62 268 115 82 149 93 204 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 0 0 1 0 1 1 3 0 0 1
Cap, veh/h 470 1768 543 388 1630 509 470 333 218 462 287 253 Arrive On Green 0.13 0.34 0.34 0.11 0.32 0.32 0.13 0.16 0.16 0.13 0.16 0.16 Sat Flow, veh/h 3510 5147 1582 3510 5147 1607 3483 2053 1343 3510 1805 1592 Grp Volume(v), veh/h 336 1001 225 90 1031 62 268 99 98 149 93 204 Grp Sat Flow(s),veh/h/ln1755 1716 1582 1755 1716 1607 1742 1791 1604 1755 1805 1592 Q Serve(g_s), s 8.1 14.1 9.7 2.1 15.2 2.4 6.4 4.4 4.8 3.4 4.1 11.0 Cycle Q Clear(g_c), s 8.1 14.1 9.7 2.1 15.2 2.4 6.4 4.4 4.8 3.4 4.1 11.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.84 1.00 1.00
Lane Grp Cap(c), veh/h 470 1768 543 388 1630 509 470 290 260 462 287 253 V/C Ratio(X) 0.72 0.57 0.41 0.23 0.63 0.12 0.57 0.34 0.38 0.32 0.32 0.81 Avail Cap(c_a), veh/h 799 2330 716 810 2330 728 784 805 721 791 405 357 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.8 23.8 22.3 36.1 25.9 21.6 36.0 33.0 33.2 35.0 33.1 36.0 Incr Delay (d2), s/veh 4.3 0.4 0.7 0.1 0.6 0.2 0.4 1.0 1.3 0.1 0.2 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.7 5.6 3.6 0.9 6.1 0.9 2.7 1.9 1.9 1.5 1.8 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.1 24.2 23.0 36.2 26.5 21.7 36.4 34.0 34.5 35.1 33.4 41.9 LnGrp LOS D C C D C C D C C D C D
Approach Vol, veh/h 1562 1183 465 446
Approach Delay, s/veh 27.7 27.0 35.5 37.9
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s15.3 37.3 16.0 20.2 17.7 34.9 15.7 20.5 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s20.5 40.2 20.0 * 20 * 20 40.2 20.0 39.9 Max Q Clear Time (g_c+I1), s4.1 16.1 8.4 13.0 10.1 17.2 5.4 6.8 Green Ext Time (p_c), s 0.1 11.8 0.4 0.7 1.7 10.8 0.2 1.7 Intersection Summary
HCM 6th Ctrl Delay 29.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/14/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 312 820 88 86 734 132 128 67 28 264 216 151 Future Volume (vph) 312 820 88 86 734 132 128 67 28 264 216 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5136 1573 1787 5136 1590 3467 1900 1594 3502 3334 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5136 1573 1787 5136 1590 3467 1900 1594 3502 3334 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 322 845 91 89 757 136 132 69 29 272 223 156 RTOR Reduction (vph) 0 0 43 0 0 81 0 0 26 0 101 0
Lane Group Flow (vph) 322 845 48 89 757 55 132 69 3 272 278 0 Confl. Peds. (#/hr) 3 2 2 3 2 1 1 2
Confl. Bikes (#/hr) 4
Heavy Vehicles (%) 0% 1% 1% 1% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 27.9 68.2 68.2 11.8 52.1 52.1 12.0 12.0 12.0 17.3 17.3 Effective Green, g (s) 27.9 68.2 68.2 11.8 52.1 52.1 12.0 12.0 12.0 17.3 17.3 Actuated g/C Ratio 0.21 0.52 0.52 0.09 0.40 0.40 0.09 0.09 0.09 0.13 0.13 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 387 2694 825 162 2058 637 320 175 147 466 443 v/s Ratio Prot c0.18 0.16 0.05 c0.15 c0.04 0.04 0.08 c0.08 v/s Ratio Perm 0.03 0.03 0.00
v/c Ratio 0.83 0.31 0.06 0.55 0.37 0.09 0.41 0.39 0.02 0.58 0.63 Uniform Delay, d1 48.8 17.6 15.1 56.6 27.4 24.2 55.7 55.6 53.6 53.0 53.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.6 0.3 0.1 2.0 0.5 0.3 1.2 2.0 0.1 2.2 3.2 Delay (s) 62.4 17.9 15.3 58.6 27.9 24.4 56.9 57.6 53.7 55.2 56.5 Level of Service E B B E C C E E D E E
Approach Delay (s) 29.1 30.2 56.7 55.9
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 37.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.53
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 312 820 88 86 734 132 128 67 28 264 216 151 Future Volume (veh/h) 312 820 88 86 734 132 128 67 28 264 216 151 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 322 845 91 89 757 136 132 69 29 272 223 156 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 0 1 0 0 0 1 1
Cap, veh/h 350 2797 855 133 2182 681 298 162 137 484 283 189 Arrive On Green 0.19 0.54 0.54 0.07 0.42 0.42 0.09 0.09 0.09 0.14 0.14 0.14 Sat Flow, veh/h 1810 5147 1573 1795 5147 1607 3483 1900 1599 3510 2051 1372 Grp Volume(v), veh/h 322 845 91 89 757 136 132 69 29 272 193 186 Grp Sat Flow(s),veh/h/ln1810 1716 1573 1795 1716 1607 1742 1900 1599 1755 1791 1631 Q Serve(g_s), s 22.7 11.7 3.6 6.3 12.9 6.9 4.7 4.5 2.2 9.4 13.6 14.4 Cycle Q Clear(g_c), s 22.7 11.7 3.6 6.3 12.9 6.9 4.7 4.5 2.2 9.4 13.6 14.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84
Lane Grp Cap(c), veh/h 350 2797 855 133 2182 681 298 162 137 484 247 225 V/C Ratio(X) 0.92 0.30 0.11 0.67 0.35 0.20 0.44 0.42 0.21 0.56 0.78 0.82 Avail Cap(c_a), veh/h 585 2797 855 262 2182 681 380 208 175 537 274 250 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.5 16.2 14.4 58.7 25.3 23.6 56.5 56.4 55.4 52.4 54.1 54.5 Incr Delay (d2), s/veh 7.7 0.3 0.2 2.2 0.4 0.7 1.5 2.5 1.1 1.5 13.7 19.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln11.0 4.6 1.4 2.9 5.4 2.8 2.1 2.3 0.9 4.3 7.1 7.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.1 16.5 14.6 60.9 25.7 24.2 58.0 58.9 56.5 53.9 67.8 73.9 LnGrp LOS E B B E C C E E E D E E
Approach Vol, veh/h 1258 982 230 651
Approach Delay, s/veh 27.2 28.7 58.1 63.7
Approach LOS C C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.6 76.5 23.0 29.1 60.9 16.9
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s19.0 56.2 19.9 42.0 33.2 14.2 Max Q Clear Time (g_c+I1), s8.3 13.7 16.4 24.7 14.9 6.7 Green Ext Time (p_c), s 0.1 11.1 1.5 0.4 7.4 0.7
Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 10
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 20 225 306 26 163 425
Future Volume (veh/h) 20 225 306 26 163 425
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1870 1900 1885 1885
Adj Flow Rate, veh/h 22 245 333 28 177 462
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 2 0 1 1
Cap, veh/h 364 324 863 72 233 1885
Arrive On Green 0.20 0.20 0.26 0.26 0.13 0.53
Sat Flow, veh/h 1810 1610 3413 278 1795 3676
Grp Volume(v), veh/h 22 245 177 184 177 462
Grp Sat Flow(s),veh/h/ln1810 1610 1777 1820 1795 1791
Q Serve(g_s), s 0.3 4.2 2.4 2.4 2.8 2.1
Cycle Q Clear(g_c), s 0.3 4.2 2.4 2.4 2.8 2.1
Prop In Lane 1.00 1.00 0.15 1.00
Lane Grp Cap(c), veh/h 364 324 462 473 233 1885
V/C Ratio(X) 0.06 0.76 0.38 0.39 0.76 0.25
Avail Cap(c_a), veh/h 2281 2030 2058 2109 1223 3661
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.5 11.0 8.9 8.9 12.3 3.8
Incr Delay (d2), s/veh 0.0 1.4 0.7 0.7 1.9 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.1 1.2 0.7 0.7 0.9 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.5 12.4 9.7 9.7 14.2 3.9
LnGrp LOS A B A A B A
Approach Vol, veh/h 267 361 639
Approach Delay, s/veh 12.2 9.7 6.7
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s7.8 11.6 19.4 9.9
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s4.8 4.4 4.1 6.2
Green Ext Time (p_c), s 0.2 3.2 4.5 0.5
Intersection Summary
HCM 6th Ctrl Delay 8.7
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/14/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 11
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 149 320 0 7 188 302 140
Future Volume (vph) 149 320 0 7 188 302 140
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.86 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3048 1805 3610
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3048 1805 3610
Peak-hour factor, PHF 0.87 0.87 0.92 0.87 0.87 0.87 0.87 Adj. Flow (vph) 171 368 0 8 216 347 161
RTOR Reduction (vph) 0 311 0 121 0 0 0
Lane Group Flow (vph) 171 57 0 103 0 347 161
Confl. Peds. (#/hr) 1 1 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 0% 0%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 12.1 12.1 34.4 19.7 58.1
Effective Green, g (s) 12.1 12.1 34.4 19.7 58.1
Actuated g/C Ratio 0.15 0.15 0.44 0.25 0.74
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 273 249 1340 454 2682
v/s Ratio Prot c0.10 c0.03 c0.19 0.04
v/s Ratio Perm 0.04
v/c Ratio 0.63 0.23 0.08 0.76 0.06
Uniform Delay, d1 30.9 29.0 12.7 27.1 2.7
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 3.2 0.2 0.1 6.8 0.0
Delay (s) 34.1 29.1 12.8 33.9 2.7
Level of Service C C B C A
Approach Delay (s) 30.7 12.8 24.0
Approach LOS C B C
Intersection Summary
HCM 2000 Control Delay 24.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.38
Actuated Cycle Length (s) 78.2 Sum of lost time (s) 12.0 Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/20/2022 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 12
Intersection
Int Delay, s/veh 3.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 58 134 52 128 111 150
Future Vol, veh/h 58 134 52 128 111 150
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 1 0 0 4 0 1
Mvmt Flow 65 151 58 144 125 169
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 314 126 295 0 - 0
Stage 1 126 - - - - -
Stage 2 188 - - - - -
Critical Hdwy 6.615 6.2 4.1 - - -
Critical Hdwy Stg 1 5.415 - - - - -
Critical Hdwy Stg 2 5.815 - - - - -
Follow-up Hdwy 3.5095 3.3 2.2 - - -
Pot Cap-1 Maneuver 669 930 1278 - - -
Stage 1 902 - - - - -
Stage 2 829 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 638 929 1277 - - -
Mov Cap-2 Maneuver 638 - - - - -
Stage 1 861 - - - - -
Stage 2 828 - - - - -
Approach EB NB SB
HCM Control Delay, s 10.1 2.3 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1277 - 638 929 - -
HCM Lane V/C Ratio 0.046 - 0.102 0.162 - -
HCM Control Delay (s) 8 - 11.3 9.6 - -
HCM Lane LOS A - B A - -
HCM 95th %tile Q(veh) 0.1 - 0.3 0.6 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 02/10/2023
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 33 33 0 140 165 64
Future Volume (Veh/h) 33 33 0 140 165 64
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Hourly flow rate (vph) 37 37 0 157 185 72
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 342 185 257
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 342 185 257
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 94 96 100
cM capacity (veh/h) 654 862 1320
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 25 49 157 185 72
Volume Left 25 12 0 0 0
Volume Right 0 37 0 0 72
cSH 654 799 1320 1700 1700
Volume to Capacity 0.04 0.06 0.00 0.11 0.04
Queue Length 95th (ft) 3 5 0 0 0
Control Delay (s) 10.7 9.8 0.0 0.0 0.0
Lane LOS B A
Approach Delay (s) 10.1 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 1.5
Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 14
Intersection
Int Delay, s/veh 1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 409 35 0 428 40 28
Future Vol, veh/h 409 35 0 428 40 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 470 40 0 492 46 32
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 510 0 736 255
Stage 1 - - - - 490 -
Stage 2 - - - - 246 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1065 - 359 750
Stage 1 - - - - 587 -
Stage 2 - - - - 778 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1065 - 359 750
Mov Cap-2 Maneuver - - - - 359 -
Stage 1 - - - - 587 -
Stage 2 - - - - 778 -
Approach EB WB NB
HCM Control Delay, s 0 0 14.5

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 457 - - 1065 -
HCM Lane V/C Ratio 0.171 - - - -
HCM Control Delay (s) 14.5 - - 0 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.6 - - 0 -
HCM 6th AWSC
102: Central Access & Lone Tree Plaza 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 15
Intersection
Intersection Delay, s/veh 13.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 46 227 164 0 156 0 236 0 83 0 0 36
Future Vol, veh/h 46 227 164 0 156 0 236 0 83 0 0 36
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 53 261 189 0 179 0 271 0 95 0 0 41
Number of Lanes 0 2 0 0 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 12.8 9.3 15.7 9.1

HCM LOS B A C A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 74% 29% 0% 0% 0% 0%
Vol Thru, % 0% 71% 41% 100% 100% 0%
Vol Right, % 26% 0% 59% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 319 160 278 78 78 36
LT Vol 236 46 0 0 0 0
Through Vol 0 114 114 78 78 0
RT Vol 83 0 164 0 0 36
Lane Flow Rate 367 183 319 90 90 41
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.568 0.311 0.491 0.16 0.117 0.065
Departure Headway (Hd) 5.575 6.106 5.54 6.423 4.689 5.656 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 645 588 651 557 760 630
Service Time 3.615 3.849 3.283 4.177 2.442 3.722
HCM Lane V/C Ratio 0.569 0.311 0.49 0.162 0.118 0.065
HCM Control Delay 15.7 11.6 13.5 10.4 8.1 9.1
HCM Lane LOS C B B B A A
HCM 95th-tile Q 3.6 1.3 2.7 0.6 0.4 0.2
HCM 6th AWSC
103: East Access & Lone Tree Plaza 12/20/2022
BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 16
Intersection
Intersection Delay, s/veh11.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 158 0 151 0 0 0 119 168 0 0 248 37
Future Vol, veh/h 158 0 151 0 0 0 119 168 0 0 248 37
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 182 0 174 0 0 0 137 193 0 0 285 43
Number of Lanes 0 2 0 1 1 0 1 1 0 0 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 11.7 0 11.5 11

HCM LOS B - B B

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 100% 0% 100% 0% 0% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 100% 100% 100% 69%
Vol Right, % 0% 0% 0% 100% 0% 0% 0% 31%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 119 168 158 151 0 0 165 120
LT Vol 119 0 158 0 0 0 0 0
Through Vol 0 168 0 0 0 0 165 83
RT Vol 0 0 0 151 0 0 0 37
Lane Flow Rate 137 193 182 174 0 0 190 138
Geometry Grp 7 7 7 7 7 7 7 7
Degree of Util (X) 0.248 0.323 0.341 0.267 0 0 0.319 0.222 Departure Headway (Hd) 6.524 6.017 6.75 5.538 6.919 6.919 6.041 5.821 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 551 597 534 649 0 0 595 616
Service Time 4.262 3.754 4.486 3.273 4.676 4.676 3.779 3.56 HCM Lane V/C Ratio 0.249 0.323 0.341 0.268 0 0 0.319 0.224 HCM Control Delay 11.4 11.6 13 10.3 9.7 9.7 11.6 10.2
HCM Lane LOS B B B B N N B B
HCM 95th-tile Q 1 1.4 1.5 1.1 0 0 1.4 0.8

HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 1
Intersection
Intersection Delay, s/veh 12.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 16 106 82 12 5 141 221 95 1 217 7
Future Vol, veh/h 4 16 106 82 12 5 141 221 95 1 217 7
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 0 6 2 2 0 0 0 1 1 0 1 14
Mvmt Flow 4 18 116 90 13 5 155 243 104 1 238 8
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 11.5 11.9 12 14.6

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0%
Vol Thru, % 0% 100% 0% 0% 13% 0% 71% 0% 97%
Vol Right, % 0% 0% 100% 0% 87% 0% 29% 0% 3%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 141 221 95 4 122 82 17 1 224
LT Vol 141 0 0 4 0 82 0 1 0
Through Vol 0 221 0 0 16 0 12 0 217
RT Vol 0 0 95 0 106 0 5 0 7
Lane Flow Rate 155 243 104 4 134 90 19 1 246
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.286 0.415 0.158 0.009 0.244 0.192 0.036 0.002 0.449 Departure Headway (Hd) 6.634 6.146 5.439 7.582 6.563 7.663 6.914 7.081 6.569 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 539 583 656 470 544 466 515 503 546
Service Time 4.396 3.908 3.2 5.365 4.346 5.448 4.698 4.852 4.341 HCM Lane V/C Ratio 0.288 0.417 0.159 0.009 0.246 0.193 0.037 0.002 0.451 HCM Control Delay 12.1 13.2 9.2 10.4 11.5 12.3 10 9.9 14.6 HCM Lane LOS B B A B B B A A B
HCM 95th-tile Q 1.2 2 0.6 0 1 0.7 0.1 0 2.3
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1 8 251 1 36 41 388 74 13 333 6 Future Volume (veh/h) 5 1 8 251 1 36 41 388 74 13 333 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1900 1885 1900 1870 1900 Adj Flow Rate, veh/h 6 1 9 282 1 40 46 436 83 15 374 7
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 0 0 1 0 0 0 0 1 0 2 0
Cap, veh/h 6 1 9 373 8 327 55 909 172 16 995 19
Arrive On Green 0.01 0.01 0.01 0.21 0.21 0.21 0.03 0.30 0.30 0.01 0.28 0.28 Sat Flow, veh/h 636 106 954 1795 39 1577 1810 3028 572 1810 3567 67 Grp Volume(v), veh/h 16 0 0 282 0 41 46 259 260 15 186 195 Grp Sat Flow(s),veh/h/ln1696 0 0 1795 0 1616 1810 1805 1796 1810 1777 1856 Q Serve(g_s), s 0.4 0.0 0.0 5.6 0.0 0.8 1.0 4.4 4.5 0.3 3.2 3.2 Cycle Q Clear(g_c), s 0.4 0.0 0.0 5.6 0.0 0.8 1.0 4.4 4.5 0.3 3.2 3.2 Prop In Lane 0.37 0.56 1.00 0.98 1.00 0.32 1.00 0.04
Lane Grp Cap(c), veh/h 16 0 0 373 0 336 55 542 539 16 495 518 V/C Ratio(X) 0.97 0.00 0.00 0.76 0.00 0.12 0.84 0.48 0.48 0.93 0.38 0.38 Avail Cap(c_a), veh/h 714 0 0 1747 0 1573 762 1614 1606 762 1589 1660 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.8 0.0 0.0 14.2 0.0 12.2 18.3 10.9 10.9 18.8 11.0 11.0 Incr Delay (d2), s/veh 56.0 0.0 0.0 1.2 0.0 0.1 11.9 0.9 1.0 46.9 0.7 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.0 2.0 0.0 0.2 0.5 1.5 1.5 0.3 1.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.8 0.0 0.0 15.3 0.0 12.3 30.2 11.8 11.8 65.7 11.7 11.7 LnGrp LOS E A A B A B C B B E B B
Approach Vol, veh/h 16 323 565 396
Approach Delay, s/veh 74.8 15.0 13.3 13.7
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.3 17.4 4.4 5.2 16.6 11.9
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s2.3 6.5 2.4 3.0 5.2 7.6
Green Ext Time (p_c), s 0.0 4.8 0.0 0.0 3.3 0.6
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/14/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 172 712 20 60 558 239 52 52 21 489 85 109 Future Volume (vph) 172 712 20 60 558 239 52 52 21 489 85 109 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 5110 1770 5136 1554 1805 3346 3502 3610 1561 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 5110 1770 5136 1554 1805 3346 3502 3610 1561 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 191 791 22 67 620 266 58 58 23 543 94 121 RTOR Reduction (vph) 0 1 0 0 0 187 0 21 0 0 0 90
Lane Group Flow (vph) 191 812 0 67 620 79 58 60 0 543 94 31 Confl. Peds. (#/hr) 5 5 2 3 3 2
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 1% 1% 3% 2% 1% 2% 0% 2% 5% 0% 0% 2%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 17.4 39.4 7.9 29.4 29.4 7.4 7.4 24.9 25.4 25.4 Effective Green, g (s) 17.4 39.4 7.9 29.4 29.4 7.4 7.4 24.9 25.4 25.4 Actuated g/C Ratio 0.18 0.40 0.08 0.30 0.30 0.07 0.07 0.25 0.26 0.26 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 312 2025 140 1519 459 134 249 877 922 398 v/s Ratio Prot c0.11 c0.16 0.04 0.12 0.03 c0.02 c0.16 0.03 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.61 0.40 0.48 0.41 0.17 0.43 0.24 0.62 0.10 0.08 Uniform Delay, d1 37.9 21.5 43.8 28.0 26.0 44.0 43.3 33.0 28.3 28.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 0.3 2.6 0.4 0.4 2.2 1.0 1.9 0.1 0.2 Delay (s) 41.4 21.8 46.3 28.4 26.3 46.2 44.4 34.9 28.4 28.3 Level of Service D C D C C D D C C C
Approach Delay (s) 25.5 29.1 45.2 33.1
Approach LOS C C D C
Intersection Summary
HCM 2000 Control Delay 29.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.51
Actuated Cycle Length (s) 99.4 Sum of lost time (s) 20.3 Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 172 712 20 60 558 239 52 52 21 489 85 109 Future Volume (veh/h) 172 712 20 60 558 239 52 52 21 489 85 109 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1856 1870 1885 1870 1900 1870 1826 1900 1900 1870 Adj Flow Rate, veh/h 191 791 22 67 620 266 58 58 23 543 94 121 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 3 2 1 2 0 2 5 0 0 2
Cap, veh/h 238 2050 57 88 1591 481 77 196 73 794 967 423 Arrive On Green 0.13 0.40 0.40 0.05 0.31 0.31 0.04 0.08 0.08 0.23 0.27 0.27 Sat Flow, veh/h 1795 5145 143 1781 5147 1556 1810 2522 942 3510 3610 1580 Grp Volume(v), veh/h 191 527 286 67 620 266 58 40 41 543 94 121 Grp Sat Flow(s),veh/h/ln1795 1716 1857 1781 1716 1556 1810 1777 1688 1755 1805 1580 Q Serve(g_s), s 8.2 8.7 8.7 3.0 7.6 11.4 2.5 1.7 1.8 11.3 1.6 4.8 Cycle Q Clear(g_c), s 8.2 8.7 8.7 3.0 7.6 11.4 2.5 1.7 1.8 11.3 1.6 4.8 Prop In Lane 1.00 0.08 1.00 1.00 1.00 0.56 1.00 1.00
Lane Grp Cap(c), veh/h 238 1367 740 88 1591 481 77 138 131 794 967 423 V/C Ratio(X) 0.80 0.39 0.39 0.76 0.39 0.55 0.76 0.29 0.31 0.68 0.10 0.29 Avail Cap(c_a), veh/h 675 1719 930 669 2579 780 907 668 634 1759 1357 594 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.6 17.1 17.1 37.5 21.7 23.0 37.8 34.7 34.8 28.3 22.0 23.2 Incr Delay (d2), s/veh 6.2 0.4 0.7 12.5 0.3 2.1 14.0 2.4 2.9 2.2 0.1 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.9 3.3 3.7 1.6 3.0 4.3 1.4 0.8 0.8 4.8 0.7 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.8 17.4 17.8 50.0 22.0 25.1 51.9 37.1 37.7 30.5 22.1 23.9 LnGrp LOS D B B D C C D D D C C C
Approach Vol, veh/h 1004 953 139 758
Approach Delay, s/veh 21.8 24.8 43.4 28.4
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.5 37.1 7.9 26.4 15.6 30.0 23.1 11.2 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s5.0 10.7 4.5 6.8 10.2 13.4 13.3 3.8 Green Ext Time (p_c), s 0.1 11.0 0.1 1.9 0.5 10.7 4.7 0.7 Intersection Summary
HCM 6th Ctrl Delay 25.6
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/14/2022 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 9 1024 248 562 670 29 264 12 408 30 7 6 Future Volume (vph) 9 1024 248 562 670 29 264 12 408 30 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.99 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 4956 1805 5100 3467 1900 1565 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 4956 1805 5100 3467 1900 1565 1805 1768 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 9 1078 261 592 705 31 278 13 429 32 7 6 RTOR Reduction (vph) 0 32 0 0 3 0 0 0 299 0 4 0
Lane Group Flow (vph) 9 1307 0 592 733 0 278 13 130 32 9 0 Confl. Peds. (#/hr) 1 1 1 1 8 8
Confl. Bikes (#/hr) 7
Heavy Vehicles (%) 0% 1% 2% 0% 1% 0% 1% 0% 1% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 1.8 27.4 31.3 56.9 18.5 39.5 39.5 11.2 33.4 Effective Green, g (s) 1.8 27.4 31.3 56.9 18.5 39.5 39.5 11.2 33.4 Actuated g/C Ratio 0.01 0.21 0.24 0.44 0.14 0.30 0.30 0.09 0.26 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 24 1044 434 2232 493 577 475 155 454 v/s Ratio Prot 0.00 c0.26 c0.33 0.14 c0.08 0.01 0.02 0.00 v/s Ratio Perm c0.08
v/c Ratio 0.38 1.25 1.36 0.33 0.56 0.02 0.27 0.21 0.02
Uniform Delay, d1 63.5 51.3 49.4 24.0 52.0 31.7 34.4 55.3 36.1 Progression Factor 1.00 1.00 1.53 0.65 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.9 121.2 176.6 0.3 1.8 0.1 1.4 0.9 0.1 Delay (s) 76.5 172.5 251.9 15.8 53.8 31.8 35.8 56.2 36.1 Level of Service E F F B D C D E D
Approach Delay (s) 171.9 121.1 42.7 50.4
Approach LOS F F D D
Intersection Summary
HCM 2000 Control Delay 123.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.89
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 97.1% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/20/2022 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 1024 248 562 670 29 264 12 408 30 7 6 Future Volume (veh/h) 9 1024 248 562 670 29 264 12 408 30 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 9 1078 229 592 705 31 278 13 114 32 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 35 1570 333 216 2379 104 362 471 392 188 242 207 Arrive On Green 0.02 0.37 0.37 0.24 0.94 0.94 0.10 0.25 0.25 0.10 0.26 0.26 Sat Flow, veh/h 1810 4237 899 1810 5055 221 3483 1900 1582 1810 940 806 Grp Volume(v), veh/h 9 873 434 592 478 258 278 13 114 32 0 13 Grp Sat Flow(s),veh/h/ln1810 1716 1705 1810 1716 1845 1742 1900 1582 1810 0 1746 Q Serve(g_s), s 0.6 27.9 28.0 15.5 1.5 1.5 10.1 0.7 5.6 2.1 0.0 0.7 Cycle Q Clear(g_c), s 0.6 27.9 28.0 15.5 1.5 1.5 10.1 0.7 5.6 2.1 0.0 0.7 Prop In Lane 1.00 0.53 1.00 0.12 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 35 1271 632 216 1615 868 362 471 392 188 0 449 V/C Ratio(X) 0.26 0.69 0.69 2.74 0.30 0.30 0.77 0.03 0.29 0.17 0.00 0.03 Avail Cap(c_a), veh/h 216 1271 632 216 1615 868 871 471 392 452 0 449 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.87 0.88 0.88 0.88 0.84 0.84 0.84 1.00 0.00 1.00 Uniform Delay (d), s/veh 62.8 34.5 34.6 49.5 2.1 2.1 56.7 37.0 21.5 53.1 0.0 36.2 Incr Delay (d2), s/veh 4.8 2.6 5.3 796.1 0.4 0.8 4.1 0.1 1.6 0.6 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 12.1 12.5 53.9 0.5 0.7 4.7 0.3 3.1 1.0 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.6 37.2 39.8 845.6 2.5 2.8 60.8 37.1 23.1 53.7 0.0 36.3 LnGrp LOS E D D F A A E D C D A D
Approach Vol, veh/h 1316 1328 405 45
Approach Delay, s/veh 38.3 378.4 49.4 48.7
Approach LOS D F D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s20.0 54.0 18.0 38.0 7.0 67.0 18.0 38.0 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s15.5 29.2 32.5 33.4 15.5 29.2 32.5 32.2 Max Q Clear Time (g_c+I1), s 17.5 30.0 12.1 2.7 2.6 3.5 4.1 7.6 Green Ext Time (p_c), s 0.0 0.0 1.4 0.0 0.0 11.4 0.1 0.4 Intersection Summary
HCM 6th Ctrl Delay 185.9
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/14/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 79 1302 159 804 1061 311 161 109 681 365 175 68 Future Volume (vph) 79 1302 159 804 1061 311 161 109 681 365 175 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.89 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1592 3502 5136 1592 3502 1589 1515 3467 1800 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1592 3502 5136 1592 3502 1589 1515 3467 1800 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 83 1371 167 846 1117 327 169 115 717 384 184 72 RTOR Reduction (vph) 0 0 119 0 0 183 0 73 279 0 11 0
Lane Group Flow (vph) 83 1371 48 846 1117 144 169 350 130 384 245 0 Confl. Peds. (#/hr) 2 2 1 1 1 1
Confl. Bikes (#/hr) 3 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 0% 1% 0% 1% 1% 0%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 9.1 37.2 37.2 29.0 57.1 57.1 22.9 22.9 22.9 19.9 19.9 Effective Green, g (s) 9.1 37.2 37.2 29.0 57.1 57.1 22.9 22.9 22.9 19.9 19.9 Actuated g/C Ratio 0.07 0.29 0.29 0.22 0.44 0.44 0.18 0.18 0.18 0.15 0.15 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 245 1469 455 781 2255 699 616 279 266 530 275 v/s Ratio Prot 0.02 c0.27 c0.24 0.22 0.05 c0.22 0.11 c0.14 v/s Ratio Perm 0.03 0.09 0.09
v/c Ratio 0.34 0.93 0.11 1.08 0.50 0.21 0.27 1.25 0.49 0.72 0.89 Uniform Delay, d1 57.6 45.2 34.1 50.5 26.1 22.5 46.4 53.5 48.3 52.4 54.0 Progression Factor 1.02 1.02 2.21 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 5.4 0.2 57.1 0.8 0.7 0.1 140.0 0.5 4.1 27.5 Delay (s) 59.1 51.3 75.5 107.6 26.9 23.1 46.4 193.5 48.8 56.6 81.5 Level of Service E D E F C C D F D E F
Approach Delay (s) 54.2 56.2 109.6 66.5
Approach LOS D E F E
Intersection Summary
HCM 2000 Control Delay 66.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 96.4% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 1302 159 804 1061 311 161 109 681 365 175 68 Future Volume (veh/h) 79 1302 159 804 1061 311 161 109 681 365 175 68 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1885 1900 1885 1885 1900 Adj Flow Rate, veh/h 83 1371 42 846 1117 134 169 346 269 384 184 72 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 0 0 1 0 0 1 0 1 1 0
Cap, veh/h 231 1505 463 783 2314 723 596 310 265 552 203 80 Arrive On Green 0.09 0.39 0.39 0.22 0.45 0.45 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 3510 5147 1584 3510 5147 1608 3619 1885 1607 3483 1283 502 Grp Volume(v), veh/h 83 1371 42 846 1117 134 169 346 269 384 0 256 Grp Sat Flow(s),veh/h/ln1755 1716 1584 1755 1716 1608 1810 1885 1607 1742 0 1786 Q Serve(g_s), s 2.9 32.8 2.2 29.0 19.8 6.5 5.3 21.4 21.4 13.6 0.0 18.3 Cycle Q Clear(g_c), s 2.9 32.8 2.2 29.0 19.8 6.5 5.3 21.4 21.4 13.6 0.0 18.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.28
Lane Grp Cap(c), veh/h 231 1505 463 783 2314 723 596 310 265 552 0 283 V/C Ratio(X) 0.36 0.91 0.09 1.08 0.48 0.19 0.28 1.11 1.02 0.70 0.00 0.90 Avail Cap(c_a), veh/h 513 1505 463 783 2314 723 596 310 265 573 0 294 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.55 0.55 0.55 1.00 1.00 1.00 0.92 0.00 0.92 Uniform Delay (d), s/veh 56.7 38.1 28.8 50.5 25.1 21.5 47.6 54.3 54.3 51.7 0.0 53.7 Incr Delay (d2), s/veh 0.0 1.1 0.0 48.7 0.4 0.3 0.1 85.7 59.7 2.6 0.0 26.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 13.0 0.8 18.0 8.2 2.5 2.4 17.5 13.0 6.1 0.0 10.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.8 39.2 28.8 99.2 25.5 21.8 47.7 140.0 114.0 54.4 0.0 80.0 LnGrp LOS E D C F C C D F F D A F
Approach Vol, veh/h 1496 2097 784 640
Approach Delay, s/veh 39.9 55.0 111.2 64.6
Approach LOS D E F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s33.0 44.8 25.7 12.6 65.3 26.5
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s29.0 37.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 31.0 34.8 20.3 4.9 21.8 23.4 Green Ext Time (p_c), s 0.0 2.1 0.3 0.1 12.8 0.0
Intersection Summary
HCM 6th Ctrl Delay 60.5
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/14/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1736 757 204 1656 0 0 0 0 599 5 673 Future Volume (vph) 0 1736 757 204 1656 0 0 0 0 599 5 673 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1576 3502 5187 1698 1704 1599
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1576 3502 5187 1698 1704 1599
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 1827 797 215 1743 0 0 0 0 631 5 708
RTOR Reduction (vph) 0 0 461 0 0 0 0 0 0 0 0 32
Lane Group Flow (vph) 0 1827 336 215 1743 0 0 0 0 315 321 676 Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 4 1
Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% 0% 0% 0% 1% 0% 1%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 50.2 50.2 10.4 65.3 50.3 50.3 50.3 Effective Green, g (s) 50.2 50.2 10.4 65.3 50.3 50.3 50.3 Actuated g/C Ratio 0.40 0.40 0.08 0.52 0.40 0.40 0.40
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2044 627 288 2686 677 679 637
v/s Ratio Prot c0.36 0.06 c0.34
v/s Ratio Perm 0.21 0.19 0.19 c0.42
v/c Ratio 0.89 0.54 0.75 0.65 0.47 0.47 1.06
Uniform Delay, d1 35.5 29.0 56.6 22.1 28.0 28.1 37.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.5 3.3 8.9 1.2 0.2 0.2 52.8
Delay (s) 42.0 32.3 65.4 23.3 28.2 28.3 90.7
Level of Service D C E C C C F
Approach Delay (s) 39.0 27.9 0.0 61.1
Approach LOS D C A E
Intersection Summary
HCM 2000 Control Delay 40.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 126.1 Sum of lost time (s) 15.2 Intersection Capacity Utilization 82.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1736 757 204 1656 0 0 0 0 599 5 673 Future Volume (veh/h) 0 1736 757 204 1656 0 0 0 0 599 5 673 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1900 1900 0 1885 1900 1885 Adj Flow Rate, veh/h 0 1827 321 215 1743 0 635 0 673
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 0 0 0 1 0 1
Cap, veh/h 0 2062 631 268 2670 0 1442 0 641
Arrive On Green 0.00 0.40 0.40 0.08 0.51 0.00 0.40 0.00 0.40 Sat Flow, veh/h 0 5316 1575 3510 5358 0 3591 0 1598
Grp Volume(v), veh/h 0 1827 321 215 1743 0 635 0 673
Grp Sat Flow(s),veh/h/ln 0 1716 1575 1755 1729 0 1795 0 1598 Q Serve(g_s), s 0.0 41.3 19.2 7.5 30.8 0.0 16.1 0.0 50.3 Cycle Q Clear(g_c), s 0.0 41.3 19.2 7.5 30.8 0.0 16.1 0.0 50.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2062 631 268 2670 0 1442 0 641 V/C Ratio(X) 0.00 0.89 0.51 0.80 0.65 0.00 0.44 0.00 1.05 Avail Cap(c_a), veh/h 0 2062 631 989 2670 0 1442 0 641
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 34.9 28.3 56.9 22.2 0.0 27.3 0.0 37.5 Incr Delay (d2), s/veh 0.0 6.1 2.9 2.1 1.3 0.0 0.1 0.0 49.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 18.1 7.8 3.4 12.6 0.0 6.9 0.0 28.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 40.9 31.2 59.0 23.5 0.0 27.3 0.0 86.6 LnGrp LOS A D C E C A C A F
Approach Vol, veh/h 2148 1958 1308
Approach Delay, s/veh 39.5 27.4 57.8
Approach LOS D C E
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s14.3 56.0 55.0 70.3
Change Period (Y+Rc), s* 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s* 35 50.2 * 50 50.2
Max Q Clear Time (g_c+I1), s9.5 43.3 52.3 32.8
Green Ext Time (p_c), s 0.0 2.5 0.0 3.2
Intersection Summary
HCM 6th Ctrl Delay 39.5
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/14/2022 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1856 502 62 1165 607 656 34 230 0 0 0 Future Volume (vph) 0 1856 502 62 1165 607 656 34 230 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1570 3467 5136 1566 1698 1712 1590 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1570 3467 5136 1566 1698 1712 1590 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 1913 518 64 1201 626 676 35 237 0 0 0 RTOR Reduction (vph) 0 0 136 0 0 219 0 0 178 0 0 0
Lane Group Flow (vph) 0 1913 382 64 1201 407 352 359 59 0 0 0 Confl. Peds. (#/hr) 7 3 3 7 5 5
Confl. Bikes (#/hr) 8
Heavy Vehicles (%) 0% 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 50.0 50.0 4.6 58.3 58.3 23.4 23.4 23.4 Effective Green, g (s) 50.0 50.0 4.6 58.3 58.3 23.4 23.4 23.4 Actuated g/C Ratio 0.53 0.53 0.05 0.62 0.62 0.25 0.25 0.25 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2743 838 170 3199 975 424 428 397
v/s Ratio Prot c0.37 0.02 0.23
v/s Ratio Perm 0.24 c0.26 0.21 0.21 0.04
v/c Ratio 0.70 0.46 0.38 0.38 0.42 0.83 0.84 0.15
Uniform Delay, d1 16.2 13.4 43.1 8.7 9.0 33.2 33.3 27.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.1 0.5 0.0 0.1 12.4 12.9 0.1 Delay (s) 16.8 13.6 43.6 8.7 9.1 45.6 46.2 27.4
Level of Service B B D A A D D C
Approach Delay (s) 16.1 10.0 41.3 0.0
Approach LOS B B D A
Intersection Summary
HCM 2000 Control Delay 18.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.73
Actuated Cycle Length (s) 93.6 Sum of lost time (s) 15.6 Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/20/2022 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1856 502 62 1165 607 656 34 230 0 0 0 Future Volume (veh/h) 0 1856 502 62 1165 607 656 34 230 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 1885 1885 1900 1900 Adj Flow Rate, veh/h 0 1913 328 64 1201 385 701 0 24
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 1 1 0 0
Cap, veh/h 0 2226 670 225 2948 912 846 0 377
Arrive On Green 0.00 0.43 0.43 0.06 0.57 0.57 0.24 0.00 0.24 Sat Flow, veh/h 0 5316 1549 3483 5147 1592 3591 0 1600
Grp Volume(v), veh/h 0 1913 328 64 1201 385 701 0 24
Grp Sat Flow(s),veh/h/ln 0 1716 1549 1742 1716 1592 1795 0 1600 Q Serve(g_s), s 0.0 20.9 9.5 1.1 8.1 8.5 11.5 0.0 0.7
Cycle Q Clear(g_c), s 0.0 20.9 9.5 1.1 8.1 8.5 11.5 0.0 0.7 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2226 670 225 2948 912 846 0 377 V/C Ratio(X) 0.00 0.86 0.49 0.28 0.41 0.42 0.83 0.00 0.06 Avail Cap(c_a), veh/h 0 4158 1252 1138 4158 1286 2884 0 1285 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 15.9 12.7 27.7 7.4 7.5 22.5 0.0 18.4 Incr Delay (d2), s/veh 0.0 0.4 0.2 0.3 0.0 0.1 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 7.1 2.9 0.4 2.4 2.3 4.6 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 16.3 12.9 27.9 7.4 7.6 23.4 0.0 18.4 LnGrp LOS A B B C A A C A B
Approach Vol, veh/h 2241 1650 725
Approach Delay, s/veh 15.8 8.3 23.2
Approach LOS B A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s8.7 33.7 42.4 19.7
Change Period (Y+Rc), s* 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s* 20 * 50 50.2 49.9
Max Q Clear Time (g_c+I1), s3.1 22.9 10.5 13.5
Green Ext Time (p_c), s 0.0 3.7 1.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 14.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/14/2022 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 410 1017 179 107 1216 71 318 155 63 196 98 277 Future Volume (vph) 410 1017 179 107 1216 71 318 155 63 196 98 277 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 1.00 0.89
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1588 3502 5136 1615 3467 3380 3502 3152 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1588 3502 5136 1615 3467 3380 3502 3152 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 427 1059 186 111 1267 74 331 161 66 204 102 289 RTOR Reduction (vph) 0 0 104 0 0 47 0 37 0 0 252 0
Lane Group Flow (vph) 427 1059 82 111 1267 27 331 190 0 204 139 0 Confl. Peds. (#/hr) 2 2 3 6 6 3
Confl. Bikes (#/hr) 6 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 1% 1% 3% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 19.2 46.9 46.9 11.0 38.4 38.4 15.0 14.1 12.5 12.6 Effective Green, g (s) 19.2 46.9 46.9 11.0 38.4 38.4 15.0 14.1 12.5 12.6 Actuated g/C Ratio 0.18 0.44 0.44 0.10 0.36 0.36 0.14 0.13 0.12 0.12 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 628 2253 696 360 1844 580 486 445 409 371 v/s Ratio Prot c0.12 0.21 0.03 c0.25 c0.10 c0.06 0.06 0.04 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.68 0.47 0.12 0.31 0.69 0.05 0.68 0.43 0.50 0.37 Uniform Delay, d1 41.0 21.2 17.8 44.4 29.1 22.3 43.7 42.7 44.3 43.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.8 0.2 0.1 0.2 1.2 0.0 3.1 0.9 0.3 0.2 Delay (s) 44.8 21.4 17.9 44.6 30.3 22.4 46.8 43.6 44.6 43.7 Level of Service D C B D C C D D D D
Approach Delay (s) 27.0 31.0 45.5 44.0
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 33.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 106.9 Sum of lost time (s) 22.7 Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/20/2022 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 410 1017 179 107 1216 71 318 155 63 196 98 277 Future Volume (veh/h) 410 1017 179 107 1216 71 318 155 63 196 98 277 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1885 1885 1856 1900 1900 1885 Adj Flow Rate, veh/h 427 1059 186 111 1267 74 331 161 66 204 102 289 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 0 0 1 0 1 1 3 0 0 1
Cap, veh/h 530 1982 610 351 1705 532 403 476 186 397 339 299 Arrive On Green 0.15 0.39 0.39 0.10 0.33 0.33 0.12 0.19 0.19 0.11 0.19 0.19 Sat Flow, veh/h 3510 5147 1583 3510 5147 1607 3483 2497 977 3510 1805 1595 Grp Volume(v), veh/h 427 1059 186 111 1267 74 331 113 114 204 102 289 Grp Sat Flow(s),veh/h/ln1755 1716 1583 1755 1716 1607 1742 1791 1683 1755 1805 1595 Q Serve(g_s), s 12.5 16.9 8.7 3.1 23.1 3.4 9.8 5.8 6.2 5.8 5.2 19.1 Cycle Q Clear(g_c), s 12.5 16.9 8.7 3.1 23.1 3.4 9.8 5.8 6.2 5.8 5.2 19.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.58 1.00 1.00
Lane Grp Cap(c), veh/h 530 1982 610 351 1705 532 403 341 321 397 339 299 V/C Ratio(X) 0.81 0.53 0.31 0.32 0.74 0.14 0.82 0.33 0.35 0.51 0.30 0.97 Avail Cap(c_a), veh/h 669 1982 610 679 1952 610 657 674 634 663 339 299 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.5 25.2 22.7 44.3 31.4 24.8 45.8 37.1 37.2 44.3 37.0 42.7 Incr Delay (d2), s/veh 7.9 0.4 0.4 0.2 1.6 0.2 1.7 0.8 0.9 0.4 0.2 42.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln6.0 6.8 3.3 1.4 9.7 1.3 4.3 2.6 2.6 2.5 2.3 10.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.4 25.6 23.1 44.5 33.0 25.0 47.5 37.9 38.2 44.6 37.2 84.9 LnGrp LOS D C C D C C D D D D D F
Approach Vol, veh/h 1672 1452 558 595
Approach Delay, s/veh 31.9 33.5 43.6 62.9
Approach LOS C C D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s16.1 47.6 16.3 26.0 21.8 41.9 16.0 26.3 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s20.5 40.2 20.0 * 20 * 20 40.2 20.0 39.9 Max Q Clear Time (g_c+I1), s5.1 18.9 11.8 21.1 14.5 25.1 7.8 8.2 Green Ext Time (p_c), s 0.1 11.3 0.4 0.0 1.5 10.0 0.3 2.0 Intersection Summary
HCM 6th Ctrl Delay 38.3
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/14/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 361 816 86 97 923 146 149 69 36 293 195 185 Future Volume (vph) 361 816 86 97 923 146 149 69 36 293 195 185 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5136 1573 1787 5136 1590 3467 1900 1594 3502 3290 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5136 1573 1787 5136 1590 3467 1900 1594 3502 3290 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 372 841 89 100 952 151 154 71 37 302 201 191 RTOR Reduction (vph) 0 0 43 0 0 94 0 0 33 0 130 0
Lane Group Flow (vph) 372 841 46 100 952 57 154 71 4 302 262 0 Confl. Peds. (#/hr) 3 2 2 3 2 1 1 2
Confl. Bikes (#/hr) 4
Heavy Vehicles (%) 0% 1% 1% 1% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 31.3 67.9 67.9 12.2 48.8 48.8 12.3 12.3 12.3 16.9 16.9 Effective Green, g (s) 31.3 67.9 67.9 12.2 48.8 48.8 12.3 12.3 12.3 16.9 16.9 Actuated g/C Ratio 0.24 0.52 0.52 0.09 0.38 0.38 0.09 0.09 0.09 0.13 0.13 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 434 2682 821 167 1927 596 328 179 150 455 427 v/s Ratio Prot c0.21 0.16 0.06 c0.19 c0.04 0.04 c0.09 0.08 v/s Ratio Perm 0.03 0.04 0.00
v/c Ratio 0.86 0.31 0.06 0.60 0.49 0.10 0.47 0.40 0.02 0.66 0.61 Uniform Delay, d1 47.2 17.7 15.3 56.6 31.1 26.3 55.8 55.4 53.4 53.8 53.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 14.8 0.3 0.1 3.8 0.9 0.3 1.4 2.0 0.1 4.0 3.0 Delay (s) 62.0 18.0 15.4 60.4 32.0 26.6 57.2 57.3 53.5 57.8 56.5 Level of Service E B B E C C E E D E E
Approach Delay (s) 30.4 33.7 56.7 57.1
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 38.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.62
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 85.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 361 816 86 97 923 146 149 69 36 293 195 185 Future Volume (veh/h) 361 816 86 97 923 146 149 69 36 293 195 185 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 372 841 89 100 952 151 154 71 37 302 201 191 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 0 1 0 0 0 1 1
Cap, veh/h 399 2912 890 134 2161 675 298 162 137 402 205 182 Arrive On Green 0.22 0.57 0.57 0.07 0.42 0.42 0.09 0.09 0.09 0.11 0.11 0.11 Sat Flow, veh/h 1810 5147 1573 1795 5147 1607 3483 1900 1599 3510 1791 1589 Grp Volume(v), veh/h 372 841 89 100 952 151 154 71 37 302 201 191 Grp Sat Flow(s),veh/h/ln1810 1716 1573 1795 1716 1607 1742 1900 1599 1755 1791 1589 Q Serve(g_s), s 26.2 11.0 3.4 7.1 17.1 7.8 5.5 4.6 2.8 10.8 14.6 14.9 Cycle Q Clear(g_c), s 26.2 11.0 3.4 7.1 17.1 7.8 5.5 4.6 2.8 10.8 14.6 14.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 399 2912 890 134 2161 675 298 162 137 402 205 182 V/C Ratio(X) 0.93 0.29 0.10 0.74 0.44 0.22 0.52 0.44 0.27 0.75 0.98 1.05 Avail Cap(c_a), veh/h 571 2912 890 221 2161 675 380 208 175 402 205 182 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.7 14.6 13.0 58.9 26.8 24.1 56.9 56.5 55.6 55.7 57.4 57.6 Incr Delay (d2), s/veh 13.5 0.2 0.2 3.0 0.7 0.8 2.0 2.6 1.5 8.2 56.8 80.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln13.3 4.4 1.3 3.3 7.2 3.2 2.5 2.3 1.2 5.3 9.8 10.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.2 14.9 13.2 62.0 27.5 24.9 58.8 59.1 57.1 64.0 114.2 137.6 LnGrp LOS E B B E C C E E E E F F
Approach Vol, veh/h 1302 1203 262 694
Approach Delay, s/veh 28.6 30.0 58.7 98.8
Approach LOS C C E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s13.7 79.4 20.0 32.7 60.4 16.9
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s16.0 64.2 14.9 41.0 39.2 14.2 Max Q Clear Time (g_c+I1), s9.1 13.0 16.9 28.2 19.1 7.5 Green Ext Time (p_c), s 0.1 11.4 0.0 0.5 9.7 0.8
Intersection Summary
HCM 6th Ctrl Delay 45.4
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 10
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 30 263 414 24 289 502
Future Volume (veh/h) 30 263 414 24 289 502
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1870 1900 1885 1885
Adj Flow Rate, veh/h 33 286 450 26 314 546
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 2 0 1 1
Cap, veh/h 405 360 907 52 391 2080
Arrive On Green 0.22 0.22 0.27 0.27 0.22 0.58
Sat Flow, veh/h 1810 1610 3508 197 1795 3676
Grp Volume(v), veh/h 33 286 234 242 314 546
Grp Sat Flow(s),veh/h/ln1810 1610 1777 1835 1795 1791
Q Serve(g_s), s 0.6 6.9 4.5 4.6 6.8 3.1
Cycle Q Clear(g_c), s 0.6 6.9 4.5 4.6 6.8 3.1
Prop In Lane 1.00 1.00 0.11 1.00
Lane Grp Cap(c), veh/h 405 360 472 487 391 2080
V/C Ratio(X) 0.08 0.79 0.50 0.50 0.80 0.26
Avail Cap(c_a), veh/h 1636 1456 1476 1525 878 2626
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 12.6 15.0 12.7 12.7 15.2 4.2
Incr Delay (d2), s/veh 0.0 1.5 1.1 1.1 1.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.2 2.2 1.6 1.7 2.4 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.6 16.5 13.9 13.8 16.7 4.3
LnGrp LOS B B B B B A
Approach Vol, veh/h 319 476 860
Approach Delay, s/veh 16.1 13.8 8.8
Approach LOS B B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s12.9 14.9 27.8 13.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s8.8 6.6 5.1 8.9
Green Ext Time (p_c), s 0.4 4.3 5.3 0.5
Intersection Summary
HCM 6th Ctrl Delay 11.7
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/14/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 11
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 179 425 0 3 210 451 81
Future Volume (vph) 179 425 0 3 210 451 81
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.85 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3036 1805 3610
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3036 1805 3610
Peak-hour factor, PHF 0.87 0.87 0.92 0.87 0.87 0.87 0.87 Adj. Flow (vph) 206 489 0 3 241 518 93
RTOR Reduction (vph) 0 408 0 147 0 0 0
Lane Group Flow (vph) 206 81 0 97 0 518 93
Confl. Peds. (#/hr) 1 1 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 0% 0%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 14.2 14.2 34.1 25.1 63.2
Effective Green, g (s) 14.2 14.2 34.1 25.1 63.2
Actuated g/C Ratio 0.17 0.17 0.40 0.29 0.74
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 294 268 1212 530 2671
v/s Ratio Prot c0.12 c0.03 c0.29 0.03
v/s Ratio Perm 0.05
v/c Ratio 0.70 0.30 0.08 0.98 0.03
Uniform Delay, d1 33.6 31.3 15.9 29.9 3.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.0 0.2 0.1 32.8 0.0
Delay (s) 39.6 31.5 16.0 62.7 3.0
Level of Service D C B E A
Approach Delay (s) 33.9 16.0 53.6
Approach LOS C B D
Intersection Summary
HCM 2000 Control Delay 38.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.51
Actuated Cycle Length (s) 85.4 Sum of lost time (s) 12.0 Intersection Capacity Utilization 73.2% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/20/2022 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 12
Intersection
Int Delay, s/veh 3.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 73 125 48 129 116 128
Future Vol, veh/h 73 125 48 129 116 128
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 1 0 0 4 0 1
Mvmt Flow 82 140 54 145 130 144
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 312 131 275 0 - 0
Stage 1 131 - - - - -
Stage 2 181 - - - - -
Critical Hdwy 6.615 6.2 4.1 - - -
Critical Hdwy Stg 1 5.415 - - - - -
Critical Hdwy Stg 2 5.815 - - - - -
Follow-up Hdwy 3.5095 3.3 2.2 - - -
Pot Cap-1 Maneuver 671 924 1300 - - -
Stage 1 897 - - - - -
Stage 2 835 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 641 923 1299 - - -
Mov Cap-2 Maneuver 641 - - - - -
Stage 1 858 - - - - -
Stage 2 834 - - - - -
Approach EB NB SB
HCM Control Delay, s 10.3 2.1 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1299 - 641 923 - -
HCM Lane V/C Ratio 0.042 - 0.128 0.152 - -
HCM Control Delay (s) 7.9 - 11.4 9.6 - -
HCM Lane LOS A - B A - -
HCM 95th %tile Q(veh) 0.1 - 0.4 0.5 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 02/10/2023
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 29 29 0 159 167 63
Future Volume (Veh/h) 29 29 0 159 167 63
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Hourly flow rate (vph) 33 33 0 179 188 71
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 367 188 259
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 367 188 259
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 95 96 100
cM capacity (veh/h) 633 859 1317
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 22 44 179 188 71
Volume Left 22 11 0 0 0
Volume Right 0 33 0 0 71
cSH 633 789 1317 1700 1700
Volume to Capacity 0.03 0.06 0.00 0.11 0.04
Queue Length 95th (ft) 3 4 0 0 0
Control Delay (s) 10.9 9.8 0.0 0.0 0.0
Lane LOS B A
Approach Delay (s) 10.2 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 1.3
Intersection Capacity Utilization 18.9% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 14
Intersection
Int Delay, s/veh 1.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 565 49 0 551 53 35
Future Vol, veh/h 565 49 0 551 53 35
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 649 56 0 633 61 40
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 705 0 994 353
Stage 1 - - - - 677 -
Stage 2 - - - - 317 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 902 - 245 649
Stage 1 - - - - 472 -
Stage 2 - - - - 717 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 902 - 245 649
Mov Cap-2 Maneuver - - - - 245 -
Stage 1 - - - - 472 -
Stage 2 - - - - 717 -
Approach EB WB NB
HCM Control Delay, s 0 0 20.9

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 326 - - 902 -
HCM Lane V/C Ratio 0.31 - - - -
HCM Control Delay (s) 20.9 - - 0 -
HCM Lane LOS C - - A -
HCM 95th %tile Q(veh) 1.3 - - 0 -
HCM 6th AWSC
102: Central Access & Lone Tree Plaza 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 15
Intersection
Intersection Delay, s/veh 23.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 315 227 0 199 0 309 0 104 0 0 43
Future Vol, veh/h 58 315 227 0 199 0 309 0 104 0 0 43
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 67 362 261 0 229 0 355 0 120 0 0 49
Number of Lanes 0 2 0 0 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 22.9 11 30.7 10.6

HCM LOS C B D B

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 75% 27% 0% 0% 0% 0%
Vol Thru, % 0% 73% 41% 100% 100% 0%
Vol Right, % 25% 0% 59% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 413 216 385 100 100 43
LT Vol 309 58 0 0 0 0
Through Vol 0 158 158 100 100 0
RT Vol 104 0 227 0 0 43
Lane Flow Rate 475 248 442 114 114 49
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.811 0.472 0.772 0.236 0.18 0.094
Departure Headway (Hd) 6.255 6.853 6.292 7.429 5.676 6.839 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 584 530 579 485 634 524
Service Time 4.255 4.553 3.992 5.148 3.395 4.873
HCM Lane V/C Ratio 0.813 0.468 0.763 0.235 0.18 0.094
HCM Control Delay 30.7 15.5 27.1 12.4 9.6 10.6
HCM Lane LOS D C D B A B
HCM 95th-tile Q 8.1 2.5 7.1 0.9 0.7 0.3
HCM 6th AWSC
103: East Access & Lone Tree Plaza 12/20/2022
BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 16
Intersection
Intersection Delay, s/veh14.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 198 0 221 0 0 0 156 209 0 0 335 43
Future Vol, veh/h 198 0 221 0 0 0 156 209 0 0 335 43
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 228 0 254 0 0 0 179 240 0 0 385 49
Number of Lanes 0 2 0 1 1 0 1 1 0 0 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 14.7 0 14.4 14.1

HCM LOS B - B B

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 100% 0% 100% 0% 0% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 100% 100% 100% 72%
Vol Right, % 0% 0% 0% 100% 0% 0% 0% 28%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 156 209 198 221 0 0 223 155
LT Vol 156 0 198 0 0 0 0 0
Through Vol 0 209 0 0 0 0 223 112
RT Vol 0 0 0 221 0 0 0 43
Lane Flow Rate 179 240 228 254 0 0 257 178
Geometry Grp 7 7 7 7 7 7 7 7
Degree of Util (X) 0.357 0.445 0.462 0.43 0 0 0.476 0.32 Departure Headway (Hd) 7.174 6.663 7.307 6.088 7.969 7.969 6.669 6.47 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 498 538 492 589 0 0 539 553
Service Time 4.948 4.437 5.074 3.855 5.669 5.669 4.441 4.243 HCM Lane V/C Ratio 0.359 0.446 0.463 0.431 0 0 0.477 0.322 HCM Control Delay 13.9 14.7 16.2 13.4 10.7 10.7 15.4 12.3 HCM Lane LOS B B C B N N C B
HCM 95th-tile Q 1.6 2.3 2.4 2.2 0 0 2.5 1.4

Appendix F -
Background Plus
Project Traffic
Conditions
Improvements
Queues
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 03/15/2023 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 20 1249 438 733 226 13 318 25 13
v/c Ratio 0.07 0.46 0.71 0.33 0.47 0.07 0.74 0.16 0.14
Control Delay 40.6 21.0 59.5 24.7 53.9 53.2 16.4 58.1 46.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 40.6 21.0 59.5 24.7 53.9 53.2 16.4 58.1 46.3 Stops (vph) 16 713 408 340 192 12 35 24 9
Fuel Used(gal) 1 33 11 11 5 0 3 0 0
CO Emissions (g/hr) 44 2337 744 767 315 18 191 34 14
NOx Emissions (g/hr) 9 455 145 149 61 3 37 7 3
VOC Emissions (g/hr) 10 542 172 178 73 4 44 8 3
Dilemma Vehicles (#) 0 0 0 0 0 0 0 0 0
Queue Length 50th (ft) 16 237 195 71 85 11 0 20 6
Queue Length 95th (ft) 33 354 254 364 125 30 89 50 28
Internal Link Dist (ft) 2557 951 569 264
Turn Bay Length (ft) 210 415 210 210 80
Base Capacity (vph) 506 2696 1225 2209 786 280 502 215 92 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.04 0.46 0.36 0.33 0.29 0.05 0.63 0.12 0.14 Intersection Summary
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 03/15/2023 BG + Project PM Brentwood Costco TIA 12:00 am 12/14/2022 Background + Project PM Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 1014 173 416 674 23 215 12 302 24 7 6 Future Volume (veh/h) 19 1014 173 416 674 23 215 12 302 24 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 20 1067 165 438 709 24 226 13 14 25 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 787 2444 377 551 909 31 359 170 139 91 42 36 Arrive On Green 0.43 0.54 0.54 0.11 0.17 0.17 0.10 0.09 0.09 0.05 0.05 0.05 Sat Flow, veh/h 1810 4486 693 3510 3535 120 3483 1900 1555 1810 921 789 Grp Volume(v), veh/h 20 816 416 438 359 374 226 13 14 25 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1748 1755 1791 1863 1742 1900 1555 1810 0 1710 Q Serve(g_s), s 0.8 18.5 18.5 15.8 24.9 24.9 8.1 0.8 0.8 1.7 0.0 1.0 Cycle Q Clear(g_c), s 0.8 18.5 18.5 15.8 24.9 24.9 8.1 0.8 0.8 1.7 0.0 1.0 Prop In Lane 1.00 0.40 1.00 0.06 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 787 1870 952 551 461 479 359 170 139 91 0 78 V/C Ratio(X) 0.03 0.44 0.44 0.79 0.78 0.78 0.63 0.08 0.10 0.27 0.00 0.17 Avail Cap(c_a), veh/h 787 1870 952 1229 526 548 790 281 230 216 0 84 HCM Platoon Ratio 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.85 0.85 0.94 0.94 0.94 0.92 0.92 0.92 1.00 0.00 1.00 Uniform Delay (d), s/veh 21.0 17.7 17.7 56.1 50.3 50.3 55.9 54.3 29.8 59.4 0.0 59.6 Incr Delay (d2), s/veh 0.0 0.6 1.2 3.5 11.6 11.2 2.4 0.2 0.3 2.3 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 7.4 7.7 7.5 13.1 13.6 3.7 0.4 0.4 0.9 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.0 18.3 18.9 59.6 61.9 61.5 58.3 54.5 30.1 61.7 0.0 60.0 LnGrp LOS C B B E E E E D C E A E
Approach Vol, veh/h 1252 1171 253 38
Approach Delay, s/veh 18.5 60.9 56.5 61.1
Approach LOS B E E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 24.9 76.6 17.9 10.5 62.3 39.2 11.0 17.4 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 5.8 * 5.8 4.5 5.8 Max Green Setting (Gmax), s 45.5 24.2 29.5 6.4 36.5 * 38 15.5 19.2 Max Q Clear Time (g_c+I1), s 17.8 20.5 10.1 3.0 2.8 26.9 3.7 2.8 Green Ext Time (p_c), s 2.6 3.3 1.1 0.0 0.0 6.5 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 41.0
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Queues
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 03/15/2023 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 9 1339 592 736 278 13 429 32 13
v/c Ratio 0.05 0.56 0.75 0.30 0.54 0.07 0.79 0.21 0.14
Control Delay 49.7 27.2 53.6 20.2 54.4 52.1 16.1 59.0 46.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 49.7 27.2 53.6 20.2 54.4 52.1 16.1 59.0 46.3 Stops (vph) 10 883 544 365 237 12 45 29 9
Fuel Used(gal) 0 38 14 11 6 0 4 1 0
CO Emissions (g/hr) 23 2662 955 734 389 18 255 42 14
NOx Emissions (g/hr) 5 518 186 143 76 3 50 8 3
VOC Emissions (g/hr) 5 617 221 170 90 4 59 10 3
Dilemma Vehicles (#) 0 0 0 0 0 0 0 0 0
Queue Length 50th (ft) 7 289 265 152 106 11 0 26 6
Queue Length 95th (ft) 22 429 m312 355 151 30 105 60 28 Internal Link Dist (ft) 2557 951 569 264
Turn Bay Length (ft) 210 415 210 210 80
Base Capacity (vph) 267 2385 1387 2481 760 280 596 201 92 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.03 0.56 0.43 0.30 0.37 0.05 0.72 0.16 0.14 Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 03/15/2023 BG + Project SAT Brentwood Costco TIA 12:00 am 12/14/2022 Background SAT Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 1024 248 562 670 29 264 12 408 30 7 6 Future Volume (veh/h) 9 1024 248 562 670 29 264 12 408 30 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 9 1078 229 592 705 31 278 13 114 32 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 707 2074 440 719 1026 45 374 170 139 105 45 39 Arrive On Green 0.39 0.49 0.49 0.20 0.29 0.29 0.11 0.09 0.09 0.06 0.05 0.05 Sat Flow, veh/h 1810 4238 899 3510 3495 154 3483 1900 1555 1810 921 789 Grp Volume(v), veh/h 9 873 434 592 361 375 278 13 114 32 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1706 1755 1791 1857 1742 1900 1555 1810 0 1710 Q Serve(g_s), s 0.4 22.6 22.7 21.0 23.2 23.2 10.1 0.8 6.4 2.2 0.0 0.9 Cycle Q Clear(g_c), s 0.4 22.6 22.7 21.0 23.2 23.2 10.1 0.8 6.4 2.2 0.0 0.9 Prop In Lane 1.00 0.53 1.00 0.08 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 707 1679 835 719 526 545 374 170 139 105 0 84 V/C Ratio(X) 0.01 0.52 0.52 0.82 0.69 0.69 0.74 0.08 0.82 0.31 0.00 0.15 Avail Cap(c_a), veh/h 707 1679 835 1391 802 831 764 281 230 202 0 84 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.87 0.89 0.89 0.89 0.84 0.84 0.84 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.2 22.7 22.7 49.4 40.6 40.6 56.3 54.3 27.5 58.7 0.0 59.2 Incr Delay (d2), s/veh 0.0 1.0 2.0 3.1 6.4 6.2 3.5 0.2 9.7 2.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 9.3 9.5 9.5 11.2 11.6 4.6 0.4 2.8 1.1 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.3 23.7 24.8 52.5 47.0 46.8 59.8 54.4 37.2 61.0 0.0 59.5 LnGrp LOS C C C D D D E D D E A E
Approach Vol, veh/h 1316 1328 405 45
Approach Delay, s/veh 24.1 49.4 53.3 60.6
Approach LOS C D D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 31.1 69.4 18.4 11.0 56.6 44.0 12.0 17.4 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 5.8 * 5.8 4.5 5.8 Max Green Setting (Gmax), s 51.5 24.2 28.5 6.4 17.5 * 58 14.5 19.2 Max Q Clear Time (g_c+I1), s 23.0 24.7 12.1 2.9 2.4 25.2 4.2 8.4 Green Ext Time (p_c), s 3.7 0.0 1.3 0.0 0.0 12.9 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 39.3
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Appendix G -
Cumulative (2040)
Conditions
HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 2
Intersection
Intersection Delay, s/veh 11.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 19 112 69 26 1 149 212 65 0 156 7
Future Vol, veh/h 2 19 112 69 26 1 149 212 65 0 156 7
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 0 6 2 2 0 0 0 1 1 0 1 14
Mvmt Flow 2 21 123 76 29 1 164 233 71 0 171 8
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 11.1 11.1 11.6 12.3

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 15% 0% 96% 100% 96%
Vol Right, % 0% 0% 100% 0% 85% 0% 4% 0% 4%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 149 212 65 2 131 69 27 0 163
LT Vol 149 0 0 2 0 69 0 0 0
Through Vol 0 212 0 0 19 0 26 0 156
RT Vol 0 0 65 0 112 0 1 0 7
Lane Flow Rate 164 233 71 2 144 76 30 0 179
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.292 0.383 0.104 0.004 0.25 0.155 0.056 0 0.321 Departure Headway (Hd) 6.414 5.926 5.22 7.266 6.256 7.377 6.809 6.465 6.452 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 560 606 685 491 572 485 524 0 555
Service Time 4.158 3.67 2.964 5.027 4.016 5.142 4.573 4.22 4.207 HCM Lane V/C Ratio 0.293 0.384 0.104 0.004 0.252 0.157 0.057 0 0.323 HCM Control Delay 11.8 12.3 8.6 10.1 11.1 11.5 10 9.2 12.3 HCM Lane LOS B B A B B B A N B
HCM 95th-tile Q 1.2 1.8 0.3 0 1 0.5 0.2 0 1.4
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 0 15 102 0 19 19 399 28 12 316 3 Future Volume (veh/h) 2 0 15 102 0 19 19 399 28 12 316 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1900 1885 1900 1870 1900 Adj Flow Rate, veh/h 2 0 17 115 0 21 21 448 31 13 355 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 0 0 1 0 0 0 0 1 0 2 0
Cap, veh/h 2 0 17 166 0 149 23 1066 74 14 1106 9
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.09 0.01 0.31 0.31 0.01 0.31 0.31 Sat Flow, veh/h 171 0 1458 1795 0 1610 1810 3426 236 1810 3610 30 Grp Volume(v), veh/h 19 0 0 115 0 21 21 235 244 13 175 183 Grp Sat Flow(s),veh/h/ln 1629 0 0 1795 0 1610 1810 1805 1857 1810 1777 1864 Q Serve(g_s), s 0.4 0.0 0.0 1.9 0.0 0.4 0.4 3.2 3.2 0.2 2.4 2.4 Cycle Q Clear(g_c), s 0.4 0.0 0.0 1.9 0.0 0.4 0.4 3.2 3.2 0.2 2.4 2.4 Prop In Lane 0.11 0.89 1.00 1.00 1.00 0.13 1.00 0.02
Lane Grp Cap(c), veh/h 19 0 0 166 0 149 23 562 578 14 544 571 V/C Ratio(X) 1.01 0.00 0.00 0.69 0.00 0.14 0.92 0.42 0.42 0.94 0.32 0.32 Avail Cap(c_a), veh/h 836 0 0 2130 0 1910 928 1968 2024 928 1937 2032 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.4 0.0 0.0 13.7 0.0 13.0 15.4 8.5 8.5 15.5 8.3 8.3 Incr Delay (d2), s/veh 60.3 0.0 0.0 1.9 0.0 0.2 35.9 0.7 0.7 55.4 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 0.7 0.0 0.1 0.3 0.9 1.0 0.3 0.7 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.7 0.0 0.0 15.7 0.0 13.2 51.3 9.2 9.2 70.9 8.8 8.8 LnGrp LOS F A A B A B D A A E A A
Approach Vol, veh/h 19 136 500 371
Approach Delay, s/veh 75.7 15.3 11.0 11.0
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.2 15.7 4.4 4.4 15.6 6.9
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.2 5.2 2.4 2.4 4.4 3.9
Green Ext Time (p_c), s 0.0 4.4 0.0 0.0 3.1 0.2
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 218 676 23 77 581 165 49 80 23 479 236 111 Future Volume (vph) 218 676 23 77 581 165 49 80 23 479 236 111 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 5104 1770 5136 1553 1805 3385 3502 3610 1561 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 5104 1770 5136 1553 1805 3385 3502 3610 1561 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 242 751 26 86 646 183 54 89 26 532 262 123 RTOR Reduction (vph) 0 2 0 0 0 136 0 19 0 0 0 88
Lane Group Flow (vph) 242 775 0 86 646 47 54 96 0 532 262 35 Confl. Peds. (#/hr) 5 5 2 3 3 2
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 1% 1% 3% 2% 1% 2% 0% 2% 5% 0% 0% 2%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 20.6 37.1 11.2 27.2 27.2 7.5 12.2 25.1 30.3 30.3 Effective Green, g (s) 20.6 37.1 11.2 27.2 27.2 7.5 12.2 25.1 30.3 30.3 Actuated g/C Ratio 0.20 0.35 0.11 0.26 0.26 0.07 0.12 0.24 0.29 0.29 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 349 1796 188 1325 400 128 391 833 1037 448 v/s Ratio Prot c0.14 0.15 0.05 c0.13 0.03 0.03 c0.15 c0.07 v/s Ratio Perm 0.03 0.02
v/c Ratio 0.69 0.43 0.46 0.49 0.12 0.42 0.25 0.64 0.25 0.08 Uniform Delay, d1 39.5 26.1 44.2 33.2 29.9 46.9 42.4 36.1 28.9 27.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.9 0.3 1.8 0.6 0.3 2.2 0.7 2.2 0.3 0.2 Delay (s) 45.3 26.4 46.0 33.8 30.2 49.1 43.1 38.3 29.1 27.5 Level of Service D C D C C D D D C C
Approach Delay (s) 30.9 34.2 45.0 34.2
Approach LOS C C D C
Intersection Summary
HCM 2000 Control Delay 33.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 105.4 Sum of lost time (s) 20.3 Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 218 676 23 77 581 165 49 80 23 479 236 111 Future Volume (veh/h) 218 676 23 77 581 165 49 80 23 479 236 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1856 1870 1885 1870 1900 1870 1826 1900 1900 1870 Adj Flow Rate, veh/h 242 751 26 86 646 183 54 89 26 532 262 123 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 3 2 1 2 0 2 5 0 0 2
Cap, veh/h 292 1933 67 114 1409 426 71 247 69 778 1006 440 Arrive On Green 0.16 0.38 0.38 0.06 0.27 0.27 0.04 0.09 0.09 0.22 0.28 0.28 Sat Flow, veh/h 1795 5105 176 1781 5147 1555 1810 2733 767 3510 3610 1580 Grp Volume(v), veh/h 242 504 273 86 646 183 54 57 58 532 262 123 Grp Sat Flow(s),veh/h/ln 1795 1716 1850 1781 1716 1555 1810 1777 1723 1755 1805 1580 Q Serve(g_s), s 10.5 8.6 8.7 3.8 8.4 7.8 2.4 2.4 2.6 11.2 4.5 4.9 Cycle Q Clear(g_c), s 10.5 8.6 8.7 3.8 8.4 7.8 2.4 2.4 2.6 11.2 4.5 4.9 Prop In Lane 1.00 0.10 1.00 1.00 1.00 0.44 1.00 1.00
Lane Grp Cap(c), veh/h 292 1299 700 114 1409 426 71 160 155 778 1006 440 V/C Ratio(X) 0.83 0.39 0.39 0.76 0.46 0.43 0.76 0.35 0.38 0.68 0.26 0.28 Avail Cap(c_a), veh/h 669 1704 919 663 2556 772 899 662 642 1743 1345 588 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.7 18.2 18.2 37.1 24.3 24.1 38.3 34.4 34.5 28.8 22.6 22.7 Incr Delay (d2), s/veh 6.0 0.4 0.8 9.8 0.5 1.5 15.3 2.8 3.2 2.3 0.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 3.3 3.7 1.9 3.4 2.9 1.3 1.1 1.2 4.8 1.9 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.7 18.6 19.0 46.8 24.8 25.5 53.6 37.2 37.7 31.1 22.9 23.5 LnGrp LOS D B B D C C D D D C C C
Approach Vol, veh/h 1019 915 169 917
Approach Delay, s/veh 23.5 27.0 42.6 27.7
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.6 35.8 7.7 27.4 18.1 27.4 22.8 12.3 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 5.8 10.7 4.4 6.9 12.5 10.4 13.2 4.6 Green Ext Time (p_c), s 0.2 10.5 0.1 4.0 0.6 10.7 4.6 1.1 Intersection Summary
HCM 6th Ctrl Delay 26.9
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 19 1096 122 290 710 23 190 12 191 24 7 6 Future Volume (vph) 19 1096 122 290 710 23 190 12 191 24 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5045 1805 5110 3467 1900 1565 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5045 1805 5110 3467 1900 1565 1805 1768 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 20 1154 128 305 747 24 200 13 201 25 7 6 RTOR Reduction (vph) 0 8 0 0 2 0 0 0 185 0 6 0
Lane Group Flow (vph) 20 1274 0 305 769 0 200 13 16 25 7 0 Confl. Peds. (#/hr) 1 1 1 1 8 8
Confl. Bikes (#/hr) 7
Heavy Vehicles (%) 0% 1% 2% 0% 1% 0% 1% 0% 1% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 3.8 62.1 28.0 86.3 16.1 10.6 10.6 8.7 4.4 Effective Green, g (s) 3.8 62.1 28.0 86.3 16.1 10.6 10.6 8.7 4.4 Actuated g/C Ratio 0.03 0.48 0.22 0.66 0.12 0.08 0.08 0.07 0.03 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 52 2409 388 3392 429 154 127 120 59
v/s Ratio Prot 0.01 c0.25 c0.17 0.15 c0.06 0.01 0.01 0.00 v/s Ratio Perm c0.01
v/c Ratio 0.38 0.53 0.79 0.23 0.47 0.08 0.13 0.21 0.12
Uniform Delay, d1 62.0 23.7 48.2 8.6 53.0 55.2 55.4 57.4 60.9 Progression Factor 1.00 1.00 1.16 1.24 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.3 0.8 10.2 0.1 1.1 0.2 0.5 1.2 0.3 Delay (s) 68.3 24.6 66.1 10.9 54.0 55.4 55.9 58.6 61.3
Level of Service E C E B D E E E E
Approach Delay (s) 25.2 26.5 55.0 59.5
Approach LOS C C D E
Intersection Summary
HCM 2000 Control Delay 30.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 70.8% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 1096 122 290 710 23 190 12 191 24 7 6 Future Volume (veh/h) 19 1096 122 290 710 23 190 12 191 24 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 20 1154 111 305 747 24 200 13 -103 25 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 64 3390 326 330 4393 141 1601 216 182 545 1 1 Arrive On Green 0.04 0.71 0.71 0.36 1.00 1.00 0.46 0.11 0.00 0.30 0.00 0.00 Sat Flow, veh/h 1810 4767 458 1810 5122 164 3483 1900 1598 1810 931 798 Grp Volume(v), veh/h 20 830 435 305 500 271 200 13 -103 25 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1795 1810 1716 1856 1742 1900 1598 1810 0 1729 Q Serve(g_s), s 1.4 12.0 12.0 21.0 0.0 0.0 4.3 0.8 0.0 1.3 0.0 0.1 Cycle Q Clear(g_c), s 1.4 12.0 12.0 21.0 0.0 0.0 4.3 0.8 0.0 1.3 0.0 0.1 Prop In Lane 1.00 0.26 1.00 0.09 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 64 2439 1276 330 2943 1591 1601 216 182 545 0 1 V/C Ratio(X) 0.31 0.34 0.34 0.92 0.17 0.17 0.12 0.06 -0.57 0.05 0.00 9.77 Avail Cap(c_a), veh/h 125 2439 1276 397 2943 1591 1601 468 393 545 0 451 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.85 0.85 0.95 0.95 0.95 0.94 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 61.1 7.2 7.2 40.4 0.0 0.0 20.1 51.4 0.0 32.2 0.0 65.0 Incr Delay (d2), s/veh 3.3 0.3 0.6 24.9 0.1 0.2 0.0 0.1 0.0 0.0 0.0 4065.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.2 4.5 10.2 0.0 0.1 1.8 0.4 0.0 0.6 0.0 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.4 7.5 7.8 65.4 0.1 0.2 20.2 51.5 0.0 32.2 0.0 4130.9 LnGrp LOS E A A E A A C D A C A F
Approach Vol, veh/h 1285 1076 110 38
Approach Delay, s/veh 8.5 18.6 42.8 1434.4
Approach LOS A B D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 28.2 98.3 64.2 0.0 9.1 117.4 43.7 20.6 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 28.5 37.9 10.3 33.9 9.0 57.4 11.0 32.0 Max Q Clear Time (g_c+I1), s 23.0 14.0 6.3 2.1 3.4 2.0 3.3 2.8 Green Ext Time (p_c), s 0.7 17.9 0.3 0.0 0.0 16.5 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 35.9
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 1280 54 535 922 325 75 68 313 325 86 52 Future Volume (vph) 55 1280 54 535 922 325 75 68 313 325 86 52 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 0.85 1.00 0.94 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1593 3502 5136 1592 3502 1609 1515 3467 1772 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1593 3502 5136 1592 3502 1609 1515 3467 1772 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 58 1347 57 563 971 342 79 72 329 342 91 55 RTOR Reduction (vph) 0 0 36 0 0 163 0 54 169 0 17 0
Lane Group Flow (vph) 58 1347 21 563 971 179 79 153 25 342 129 0 Confl. Peds. (#/hr) 2 2 1 1 1 1
Confl. Bikes (#/hr) 3 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 0% 1% 0% 1% 1% 0%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 7.2 48.8 48.8 26.3 67.9 67.9 16.8 16.8 16.8 17.1 17.1 Effective Green, g (s) 7.2 48.8 48.8 26.3 67.9 67.9 16.8 16.8 16.8 17.1 17.1 Actuated g/C Ratio 0.06 0.38 0.38 0.20 0.52 0.52 0.13 0.13 0.13 0.13 0.13 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 193 1927 597 708 2682 831 452 207 195 456 233 v/s Ratio Prot 0.02 c0.26 c0.16 0.19 0.02 c0.10 c0.10 0.07 v/s Ratio Perm 0.01 0.11 0.02
v/c Ratio 0.30 0.70 0.04 0.80 0.36 0.21 0.17 0.74 0.13 0.75 0.55 Uniform Delay, d1 59.0 34.4 25.7 49.3 18.3 16.7 50.4 54.5 50.1 54.4 52.9 Progression Factor 1.42 0.49 0.28 0.65 0.97 2.08 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 1.9 0.1 4.8 0.3 0.5 0.1 11.2 0.1 6.1 1.6 Delay (s) 84.1 18.7 7.2 36.6 18.0 35.3 50.5 65.7 50.2 60.5 54.5 Level of Service F B A D B D D E D E D
Approach Delay (s) 20.8 26.8 57.0 58.7
Approach LOS C C E E
Intersection Summary
HCM 2000 Control Delay 31.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 78.5% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 1280 54 535 922 325 75 68 313 325 86 52 Future Volume (veh/h) 55 1280 54 535 922 325 75 68 313 325 86 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1885 1900 1885 1885 1900 Adj Flow Rate, veh/h 58 1347 -18 563 971 148 79 100 90 342 91 55 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 0 0 1 0 0 1 0 1 1 0
Cap, veh/h 213 2472 773 513 2912 910 339 176 150 412 129 78 Arrive On Green 0.12 0.96 0.00 0.29 1.00 1.00 0.09 0.09 0.09 0.12 0.12 0.12 Sat Flow, veh/h 3510 5147 1610 3510 5147 1608 3619 1885 1605 3483 1093 661 Grp Volume(v), veh/h 58 1347 -18 563 971 148 79 100 90 342 0 146 Grp Sat Flow(s),veh/h/ln 1755 1716 1610 1755 1716 1608 1810 1885 1605 1742 0 1753 Q Serve(g_s), s 2.0 2.8 0.0 19.0 0.0 0.0 2.6 6.6 7.0 12.5 0.0 10.4 Cycle Q Clear(g_c), s 2.0 2.8 0.0 19.0 0.0 0.0 2.6 6.6 7.0 12.5 0.0 10.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.38
Lane Grp Cap(c), veh/h 213 2472 773 513 2912 910 339 176 150 412 0 207 V/C Ratio(X) 0.27 0.54 -0.02 1.10 0.33 0.16 0.23 0.57 0.60 0.83 0.00 0.70 Avail Cap(c_a), veh/h 513 2472 773 513 2912 910 596 310 264 573 0 289 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.84 0.84 0.00 0.79 0.79 0.79 1.00 1.00 1.00 0.99 0.00 0.99 Uniform Delay (d), s/veh 54.5 1.4 0.0 46.0 0.0 0.0 54.6 56.4 56.6 56.0 0.0 55.1 Incr Delay (d2), s/veh 0.2 0.7 0.0 64.9 0.2 0.3 0.1 1.1 1.4 5.1 0.0 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.7 0.0 11.8 0.1 0.1 1.2 3.2 2.9 5.8 0.0 4.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.7 2.1 0.0 110.9 0.2 0.3 54.7 57.5 58.0 61.1 0.0 57.0 LnGrp LOS D A A F A A D E E E A E
Approach Vol, veh/h 1387 1682 269 488
Approach Delay, s/veh 4.3 37.3 56.8 59.9
Approach LOS A D E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 23.0 69.2 20.5 11.9 80.4 17.3
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 19.0 47.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 21.0 4.8 14.5 4.0 2.0 9.0
Green Ext Time (p_c), s 0.0 19.3 0.8 0.1 14.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1552 512 148 1494 0 0 0 0 928 2 441 Future Volume (vph) 0 1552 512 148 1494 0 0 0 0 928 2 441 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1577 3502 5187 1698 1702 1599
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1577 3502 5187 1698 1702 1599
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 1634 539 156 1573 0 0 0 0 977 2 464
RTOR Reduction (vph) 0 0 273 0 0 0 0 0 0 0 0 43
Lane Group Flow (vph) 0 1634 266 156 1573 0 0 0 0 488 491 421 Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 4 1
Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% 0% 0% 0% 1% 0% 1%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 64.1 64.1 8.8 77.6 41.9 41.9 41.9 Effective Green, g (s) 64.1 64.1 8.8 77.6 41.9 41.9 41.9 Actuated g/C Ratio 0.49 0.49 0.07 0.60 0.32 0.32 0.32
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2532 777 237 3096 547 548 515
v/s Ratio Prot c0.32 c0.04 0.30
v/s Ratio Perm 0.17 0.29 0.29 0.26
v/c Ratio 0.65 0.34 0.66 0.51 0.89 0.90 0.82
Uniform Delay, d1 24.5 20.1 59.1 15.2 41.9 42.0 40.5
Progression Factor 1.84 10.15 1.01 0.75 1.00 1.00 1.00
Incremental Delay, d2 1.0 1.0 4.8 0.6 16.3 16.7 9.3
Delay (s) 46.0 204.9 64.7 11.9 58.2 58.7 49.8
Level of Service D F E B E E D
Approach Delay (s) 85.4 16.7 0.0 55.7
Approach LOS F B A E
Intersection Summary
HCM 2000 Control Delay 55.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.74
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1552 512 148 1494 0 0 0 0 928 2 441 Future Volume (veh/h) 0 1552 512 148 1494 0 0 0 0 928 2 441 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1900 1900 0 1885 1900 1885 Adj Flow Rate, veh/h 0 1634 114 156 1573 0 978 0 421
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 0 0 0 1 0 1
Cap, veh/h 0 2776 850 207 3291 0 1023 0 455
Arrive On Green 0.00 1.00 1.00 0.08 0.84 0.00 0.28 0.00 0.28 Sat Flow, veh/h 0 5316 1576 3510 5358 0 3591 0 1598
Grp Volume(v), veh/h 0 1634 114 156 1573 0 978 0 421
Grp Sat Flow(s),veh/h/ln 0 1716 1576 1755 1729 0 1795 0 1598 Q Serve(g_s), s 0.0 0.0 0.0 5.7 10.3 0.0 34.8 0.0 33.3
Cycle Q Clear(g_c), s 0.0 0.0 0.0 5.7 10.3 0.0 34.8 0.0 33.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2776 850 207 3291 0 1023 0 455 V/C Ratio(X) 0.00 0.59 0.13 0.75 0.48 0.00 0.96 0.00 0.93 Avail Cap(c_a), veh/h 0 2776 850 980 3291 0 1251 0 557
HCM Platoon Ratio 1.00 2.00 2.00 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.66 0.66 0.92 0.92 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 59.0 4.5 0.0 45.7 0.0 45.1 Incr Delay (d2), s/veh 0.0 0.6 0.2 1.9 0.5 0.0 13.6 0.0 17.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.1 2.5 2.8 0.0 17.4 0.0 15.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.6 0.2 60.9 5.0 0.0 59.3 0.0 62.9 LnGrp LOS A A A E A A E A E
Approach Vol, veh/h 1748 1729 1399
Approach Delay, s/veh 0.6 10.0 60.4
Approach LOS A B E
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.4 75.9 41.7 88.3
Change Period (Y+Rc), s * 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 36 33.2 * 45 73.2
Max Q Clear Time (g_c+I1), s 7.7 2.0 36.8 12.3
Green Ext Time (p_c), s 0.0 3.0 0.2 3.0
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2184 319 42 1097 737 506 18 190 0 0 0 Future Volume (vph) 0 2184 319 42 1097 737 506 18 190 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1569 3467 5136 1560 1698 1709 1587 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1569 3467 5136 1560 1698 1709 1587 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2252 329 43 1131 760 522 19 196 0 0 0 RTOR Reduction (vph) 0 0 54 0 0 214 0 0 159 0 0 0
Lane Group Flow (vph) 0 2252 275 43 1131 546 271 270 37 0 0 0 Confl. Peds. (#/hr) 7 3 3 7 5 5
Confl. Bikes (#/hr) 8
Heavy Vehicles (%) 0% 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 84.9 84.9 4.8 93.4 93.4 24.7 24.7 24.7 Effective Green, g (s) 84.9 84.9 4.8 93.4 93.4 24.7 24.7 24.7 Actuated g/C Ratio 0.65 0.65 0.04 0.72 0.72 0.19 0.19 0.19 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 3354 1024 128 3690 1120 322 324 301
v/s Ratio Prot c0.44 0.01 0.22
v/s Ratio Perm 0.17 c0.35 c0.16 0.16 0.02
v/c Ratio 0.67 0.27 0.34 0.31 0.49 0.84 0.83 0.12
Uniform Delay, d1 13.9 9.5 61.0 6.6 7.9 50.8 50.7 43.7
Progression Factor 0.92 1.09 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.4 0.6 0.2 1.5 17.1 15.9 0.1 Delay (s) 13.5 10.8 61.6 6.8 9.4 67.8 66.6 43.7
Level of Service B B E A A E E D
Approach Delay (s) 13.2 9.1 61.0 0.0
Approach LOS B A E A
Intersection Summary
HCM 2000 Control Delay 18.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.6 Intersection Capacity Utilization 73.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2184 319 42 1097 737 506 18 190 0 0 0 Future Volume (veh/h) 0 2184 319 42 1097 737 506 18 190 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 1885 1885 1900 1900 Adj Flow Rate, veh/h 0 2252 152 43 1131 560 536 0 14
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 1 1 0 0
Cap, veh/h 0 3416 1032 127 3789 1173 618 0 275
Arrive On Green 0.00 0.88 0.88 0.04 0.74 0.74 0.17 0.00 0.17 Sat Flow, veh/h 0 5316 1555 3483 5147 1593 3591 0 1596
Grp Volume(v), veh/h 0 2252 152 43 1131 560 536 0 14
Grp Sat Flow(s),veh/h/ln 0 1716 1555 1742 1716 1593 1795 0 1596 Q Serve(g_s), s 0.0 16.0 1.7 1.6 9.7 18.6 18.9 0.0 1.0
Cycle Q Clear(g_c), s 0.0 16.0 1.7 1.6 9.7 18.6 18.9 0.0 1.0 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3416 1032 127 3789 1173 618 0 275 V/C Ratio(X) 0.00 0.66 0.15 0.34 0.30 0.48 0.87 0.00 0.05 Avail Cap(c_a), veh/h 0 3416 1032 597 3789 1173 1323 0 588 HCM Platoon Ratio 1.00 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.65 0.65 0.52 0.52 0.52 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.5 2.7 61.1 5.8 7.0 52.4 0.0 44.9 Incr Delay (d2), s/veh 0.0 0.7 0.2 0.3 0.1 0.7 1.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.1 0.6 0.7 3.2 6.0 8.6 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 4.2 2.9 61.4 5.9 7.7 53.8 0.0 45.0 LnGrp LOS A A A E A A D A D
Approach Vol, veh/h 2404 1734 550
Approach Delay, s/veh 4.1 7.9 53.6
Approach LOS A A D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.4 93.1 102.5 27.5
Change Period (Y+Rc), s * 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 22 * 43 70.2 47.9
Max Q Clear Time (g_c+I1), s 3.6 18.0 20.6 20.9
Green Ext Time (p_c), s 0.0 5.0 1.7 0.1
Intersection Summary
HCM 6th Ctrl Delay 11.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 323 1120 404 168 1247 60 366 125 136 247 486 288 Future Volume (vph) 323 1120 404 168 1247 60 366 125 136 247 486 288 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.92 1.00 0.94
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1586 3502 5136 1615 3467 3228 3502 3377 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1586 3502 5136 1615 3467 3228 3502 3377 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 336 1167 421 175 1299 62 381 130 142 257 506 300 RTOR Reduction (vph) 0 0 215 0 0 43 0 104 0 0 62 0
Lane Group Flow (vph) 336 1167 206 175 1299 20 381 168 0 257 744 0 Confl. Peds. (#/hr) 2 2 3 6 6 3
Confl. Bikes (#/hr) 6 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 1% 1% 3% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 17.5 49.5 49.5 11.7 43.4 43.4 18.3 36.2 14.5 33.4 Effective Green, g (s) 17.5 49.5 49.5 11.7 43.4 43.4 18.3 36.2 14.5 33.4 Actuated g/C Ratio 0.13 0.37 0.37 0.09 0.32 0.32 0.14 0.27 0.11 0.25 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 456 1893 584 305 1659 521 472 870 378 839 v/s Ratio Prot c0.10 c0.23 0.05 c0.25 c0.11 c0.05 0.07 c0.22 v/s Ratio Perm 0.13 0.01
v/c Ratio 0.74 0.62 0.35 0.57 0.78 0.04 0.81 0.19 0.68 0.89 Uniform Delay, d1 56.2 34.6 30.8 58.9 41.2 31.2 56.3 37.8 57.7 48.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.4 0.7 0.5 1.6 2.6 0.0 9.2 0.1 3.8 10.9 Delay (s) 63.6 35.3 31.3 60.5 43.8 31.2 65.5 37.9 61.5 59.5 Level of Service E D C E D C E D E E
Approach Delay (s) 39.4 45.2 54.0 60.0
Approach LOS D D D E
Intersection Summary
HCM 2000 Control Delay 47.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 134.3 Sum of lost time (s) 22.7 Intersection Capacity Utilization 85.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 323 1120 404 168 1247 60 366 125 136 247 486 288 Future Volume (veh/h) 323 1120 404 168 1247 60 366 125 136 247 486 288 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1885 1885 1856 1900 1900 1885 Adj Flow Rate, veh/h 336 1167 421 175 1299 62 381 130 142 257 506 300 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 0 0 1 0 1 1 3 0 0 1
Cap, veh/h 409 1814 558 302 1646 514 439 523 457 330 565 334 Arrive On Green 0.12 0.35 0.35 0.09 0.32 0.32 0.13 0.29 0.29 0.09 0.26 0.26 Sat Flow, veh/h 3510 5147 1582 3510 5147 1607 3483 1791 1568 3510 2176 1286 Grp Volume(v), veh/h 336 1167 421 175 1299 62 381 130 142 257 419 387 Grp Sat Flow(s),veh/h/ln 1755 1716 1582 1755 1716 1607 1742 1791 1568 1755 1805 1658 Q Serve(g_s), s 11.9 24.2 30.0 6.1 29.3 3.5 13.7 7.1 9.0 9.1 28.6 28.7 Cycle Q Clear(g_c), s 11.9 24.2 30.0 6.1 29.3 3.5 13.7 7.1 9.0 9.1 28.6 28.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.78
Lane Grp Cap(c), veh/h 409 1814 558 302 1646 514 439 523 457 330 469 431 V/C Ratio(X) 0.82 0.64 0.75 0.58 0.79 0.12 0.87 0.25 0.31 0.78 0.89 0.90 Avail Cap(c_a), veh/h 501 2069 636 341 1823 569 573 563 493 462 522 479 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.1 34.6 36.4 56.1 39.5 30.7 54.7 34.5 35.2 56.5 45.5 45.6 Incr Delay (d2), s/veh 11.5 0.7 5.1 0.9 2.4 0.1 8.9 0.4 0.5 3.4 15.6 17.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.9 10.2 12.3 2.8 12.6 1.4 6.6 3.2 3.5 4.2 14.8 13.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.6 35.3 41.5 56.9 41.9 30.8 63.6 34.9 35.7 59.9 61.2 62.8 LnGrp LOS E D D E D C E C D E E E
Approach Vol, veh/h 1924 1536 653 1063
Approach Delay, s/veh 42.1 43.2 51.8 61.5
Approach LOS D D D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.5 51.8 20.1 39.2 20.7 47.6 16.0 43.3 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 12.4 51.3 21.0 * 37 * 18 45.2 16.8 40.1 Max Q Clear Time (g_c+I1), s 8.1 32.0 15.7 30.7 13.9 31.3 11.1 11.0 Green Ext Time (p_c), s 0.1 12.8 0.4 2.0 0.9 9.5 0.2 2.4 Intersection Summary
HCM 6th Ctrl Delay 47.6
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 488 936 116 113 954 213 188 193 48 456 658 210 Future Volume (vph) 488 936 116 113 954 213 188 193 48 456 658 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3433 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3433 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 503 965 120 116 984 220 194 199 49 470 678 216 RTOR Reduction (vph) 0 0 74 0 0 167 0 0 42 0 23 0
Lane Group Flow (vph) 503 965 46 116 984 53 194 199 7 470 871 0 Confl. Peds. (#/hr) 3 2 2 3 2 1 1 2
Confl. Bikes (#/hr) 4
Heavy Vehicles (%) 0% 1% 1% 1% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 31.1 49.9 49.9 12.8 31.6 31.6 18.1 18.1 18.1 28.5 28.5 Effective Green, g (s) 31.1 49.9 49.9 12.8 31.6 31.6 18.1 18.1 18.1 28.5 28.5 Actuated g/C Ratio 0.24 0.38 0.38 0.10 0.24 0.24 0.14 0.14 0.14 0.22 0.22 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 431 1971 603 175 1248 386 482 264 221 767 752 v/s Ratio Prot c0.28 0.19 0.06 c0.19 0.06 c0.10 0.13 c0.25 v/s Ratio Perm 0.03 0.03 0.00
v/c Ratio 1.17 0.49 0.08 0.66 0.79 0.14 0.40 0.75 0.03 0.61 1.16 Uniform Delay, d1 49.4 30.4 25.4 56.5 46.1 38.5 51.0 53.8 48.4 45.8 50.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 97.6 0.9 0.2 7.1 5.1 0.7 0.8 12.2 0.1 1.7 85.5 Delay (s) 147.1 31.3 25.7 63.6 51.2 39.3 51.8 66.0 48.4 47.4 136.3 Level of Service F C C E D D D E D D F
Approach Delay (s) 67.5 50.3 57.8 105.7
Approach LOS E D E F
Intersection Summary
HCM 2000 Control Delay 72.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 105.4% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 488 936 116 113 954 213 188 193 48 456 658 210 Future Volume (veh/h) 488 936 116 113 954 213 188 193 48 456 658 210 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 503 965 120 116 984 220 194 199 49 470 678 216 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 0 1 0 0 0 1 1
Cap, veh/h 404 2201 672 141 1456 454 446 243 205 726 552 176 Arrive On Green 0.22 0.43 0.43 0.08 0.28 0.28 0.13 0.13 0.13 0.21 0.21 0.21 Sat Flow, veh/h 1810 5147 1572 1795 5147 1605 3483 1900 1603 3510 2670 850 Grp Volume(v), veh/h 503 965 120 116 984 220 194 199 49 470 455 439 Grp Sat Flow(s),veh/h/ln 1810 1716 1572 1795 1716 1605 1742 1900 1603 1755 1791 1729 Q Serve(g_s), s 29.0 17.2 6.2 8.3 22.0 14.8 6.7 13.3 3.6 15.9 26.9 26.9 Cycle Q Clear(g_c), s 29.0 17.2 6.2 8.3 22.0 14.8 6.7 13.3 3.6 15.9 26.9 26.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.49
Lane Grp Cap(c), veh/h 404 2201 672 141 1456 454 446 243 205 726 371 358 V/C Ratio(X) 1.25 0.44 0.18 0.82 0.68 0.48 0.44 0.82 0.24 0.65 1.23 1.23 Avail Cap(c_a), veh/h 404 2201 672 220 1456 454 541 295 249 726 371 358 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.74 0.74 0.74 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.5 26.2 23.1 59.0 41.3 38.7 52.3 55.2 51.0 47.2 51.5 51.6 Incr Delay (d2), s/veh 125.5 0.5 0.4 7.3 2.5 3.7 1.0 15.4 0.8 2.3 123.8 124.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 27.1 7.1 2.4 4.1 9.7 6.3 3.0 7.4 1.5 7.2 24.8 24.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 176.0 26.7 23.5 66.3 43.9 42.4 53.3 70.6 51.8 49.5 175.4 176.3 LnGrp LOS F C C E D D D E D D F F
Approach Vol, veh/h 1588 1320 442 1364
Approach Delay, s/veh 73.7 45.6 60.9 132.3
Approach LOS E D E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.2 61.4 32.0 33.0 42.6 22.4
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 15.9 46.3 26.9 29.0 33.2 20.2 Max Q Clear Time (g_c+I1), s 10.3 19.2 28.9 31.0 24.0 15.3 Green Ext Time (p_c), s 0.1 11.3 0.0 0.0 6.0 1.2
Intersection Summary
HCM 6th Ctrl Delay 81.6
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 25 225 160 26 163 230
Future Volume (veh/h) 25 225 160 26 163 230
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1870 1900 1885 1885
Adj Flow Rate, veh/h 27 245 174 28 177 250
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 2 0 1 1
Cap, veh/h 370 329 602 95 233 1727
Arrive On Green 0.20 0.20 0.20 0.20 0.13 0.48
Sat Flow, veh/h 1810 1610 3167 486 1795 3676
Grp Volume(v), veh/h 27 245 99 103 177 250
Grp Sat Flow(s),veh/h/ln 1810 1610 1777 1783 1795 1791
Q Serve(g_s), s 0.3 3.6 1.2 1.3 2.4 1.0
Cycle Q Clear(g_c), s 0.3 3.6 1.2 1.3 2.4 1.0
Prop In Lane 1.00 1.00 0.27 1.00
Lane Grp Cap(c), veh/h 370 329 348 349 233 1727
V/C Ratio(X) 0.07 0.74 0.29 0.29 0.76 0.14
Avail Cap(c_a), veh/h 2622 2333 2366 2374 1406 4208
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 8.2 9.5 8.7 8.8 10.7 3.7
Incr Delay (d2), s/veh 0.0 1.3 0.6 0.7 1.9 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 0.9 0.4 0.4 0.8 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 8.2 10.8 9.4 9.4 12.7 3.7
LnGrp LOS A B A A B A
Approach Vol, veh/h 272 202 427
Approach Delay, s/veh 10.5 9.4 7.4
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 7.3 9.0 16.3 9.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 4.4 3.3 3.0 5.6
Green Ext Time (p_c), s 0.2 1.7 2.3 0.5
Intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/21/2022
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 21
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 65 37 0 139 124 15 240
Future Volume (vph) 65 37 0 139 124 15 240
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.93 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3300 1805 3610
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3300 1805 3610
Peak-hour factor, PHF 0.87 0.87 0.92 0.87 0.87 0.87 0.87 Adj. Flow (vph) 75 43 0 160 143 17 276
RTOR Reduction (vph) 0 39 0 48 0 0 0
Lane Group Flow (vph) 75 4 0 255 0 17 276
Confl. Peds. (#/hr) 1 1 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 0% 0%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 5.7 5.7 37.2 1.0 42.2
Effective Green, g (s) 5.7 5.7 37.2 1.0 42.2
Actuated g/C Ratio 0.10 0.10 0.67 0.02 0.75
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 180 164 2196 32 2725
v/s Ratio Prot c0.04 c0.08 c0.01 0.08
v/s Ratio Perm 0.00
v/c Ratio 0.42 0.03 0.12 0.53 0.10
Uniform Delay, d1 23.5 22.6 3.4 27.2 1.8
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.6 0.0 0.1 8.2 0.1
Delay (s) 24.1 22.6 3.5 35.4 1.9
Level of Service C C A D A
Approach Delay (s) 23.6 3.5 3.8
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 7.0 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.16
Actuated Cycle Length (s) 55.9 Sum of lost time (s) 12.0 Intersection Capacity Utilization 38.6% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/21/2022 Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 24
Intersection
Int Delay, s/veh 3.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 56 175 60 196 137 154
Future Vol, veh/h 56 175 60 196 137 154
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 1 0 0 4 0 1
Mvmt Flow 63 197 67 220 154 173
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 399 155 328 0 - 0
Stage 1 155 - - - - -
Stage 2 244 - - - - -
Critical Hdwy 6.615 6.2 4.1 - - -
Critical Hdwy Stg 1 5.415 - - - - -
Critical Hdwy Stg 2 5.815 - - - - -
Follow-up Hdwy 3.5095 3.3 2.2 - - -
Pot Cap-1 Maneuver 595 896 1243 - - -
Stage 1 875 - - - - -
Stage 2 777 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 562 895 1242 - - -
Mov Cap-2 Maneuver 562 - - - - -
Stage 1 827 - - - - -
Stage 2 776 - - - - -
Approach EB NB SB
HCM Control Delay, s 10.7 1.9 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1242 - 562 895 - -
HCM Lane V/C Ratio 0.054 - 0.112 0.22 - -
HCM Control Delay (s) 8.1 - 12.2 10.2 - -
HCM Lane LOS A - B B - -
HCM 95th %tile Q(veh) 0.2 - 0.4 0.8 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 02/10/2023
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 123 123 13 144 226 81
Future Volume (Veh/h) 123 123 13 144 226 81
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Hourly flow rate (vph) 138 138 15 162 254 91
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 446 254 345
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 446 254 345
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 75 83 99
cM capacity (veh/h) 563 790 1225
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 92 184 177 254 91
Volume Left 92 46 15 0 0
Volume Right 0 138 0 0 91
cSH 563 717 1225 1700 1700
Volume to Capacity 0.16 0.26 0.01 0.15 0.05
Queue Length 95th (ft) 15 25 1 0 0
Control Delay (s) 12.6 11.7 0.8 0.0 0.0
Lane LOS B B A
Approach Delay (s) 12.0 0.8 0.0
Approach LOS B
Intersection Summary
Average Delay 4.3
Intersection Capacity Utilization 32.4% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 02/10/2023
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 1
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 93 0 0 111 0 0
Future Vol, veh/h 93 0 0 111 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 25 25 25 25 25 25
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 372 0 0 444 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 372 0 594 186
Stage 1 - - - - 372 -
Stage 2 - - - - 222 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1198 - 441 831
Stage 1 - - - - 673 -
Stage 2 - - - - 800 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1198 - 441 831
Mov Cap-2 Maneuver - - - - 441 -
Stage 1 - - - - 673 -
Stage 2 - - - - 800 -
Approach EB WB NB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) - - - 1198 -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) - - - 0 -
HCM 6th AWSC
102: Central Access & Lone Tree Plaza 02/10/2023
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 2
Intersection
Intersection Delay, s/veh 9.8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 46 47 0 0 56 0 0 0 0 0 0 55
Future Vol, veh/h 46 47 0 0 56 0 0 0 0 0 0 55
Peak Hour Factor 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 184 188 0 0 224 0 0 0 0 0 0 220
Number of Lanes 0 2 0 0 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 10.9 8.2 0 9.5

HCM LOS B A - A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 0% 75% 0% 0% 0% 0%
Vol Thru, % 100% 25% 100% 100% 100% 0%
Vol Right, % 0% 0% 0% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 62 31 28 28 55
LT Vol 0 46 0 0 0 0
Through Vol 0 16 31 28 28 0
RT Vol 0 0 0 0 0 55
Lane Flow Rate 0 247 125 112 112 220
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0 0.383 0.181 0.169 0.115 0.282
Departure Headway (Hd) 5.549 5.583 5.207 5.419 3.702 4.612 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 0 641 684 657 955 774
Service Time 3.64 3.352 2.976 3.191 1.473 2.663
HCM Lane V/C Ratio 0 0.385 0.183 0.17 0.117 0.284
HCM Control Delay 8.6 11.8 9.1 9.3 7 9.5
HCM Lane LOS N B A A A A
HCM 95th-tile Q 0 1.8 0.7 0.6 0.4 1.2
HCM 6th AWSC
103: East Access & Lone Tree Plaza 02/10/2023
Cumulative PM Brentwood Costco TIA 12:07 pm 12/20/2022 Cumulative 2040 PM Synchro 11 Report MAR Page 3
Intersection
Intersection Delay, s/veh 9.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 47 0 0 0 0 0 0 0 0 0 0 56
Future Vol, veh/h 47 0 0 0 0 0 0 0 0 0 0 56
Peak Hour Factor 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 188 0 0 0 0 0 0 0 0 0 0 224
Number of Lanes 0 2 0 1 1 0 1 1 0 0 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 10.5 0 0 8.7

HCM LOS B - - A

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 0% 0% 100% 0% 0% 0% 0% 0%
Vol Thru, % 100% 100% 0% 100% 100% 100% 100% 0%
Vol Right, % 0% 0% 0% 0% 0% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 0 47 0 0 0 0 56
LT Vol 0 0 47 0 0 0 0 0
Through Vol 0 0 0 0 0 0 0 0
RT Vol 0 0 0 0 0 0 0 56
Lane Flow Rate 0 0 188 0 0 0 0 224
Geometry Grp 7 7 7 7 7 7 7 7
Degree of Util (X) 0 0 0.288 0 0 0 0 0.271
Departure Headway (Hd) 5.25 5.25 5.51 5.008 5.214 5.214 5.057 4.354 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 0 0 652 0 0 0 0 829
Service Time 2.974 2.974 3.238 2.736 2.949 2.949 2.769 2.066 HCM Lane V/C Ratio 0 0 0.288 0 0 0 0 0.27
HCM Control Delay 8 8 10.5 7.7 7.9 7.9 7.8 8.7
HCM Lane LOS N N B N N N N A
HCM 95th-tile Q 0 0 1.2 0 0 0 0 1.1

HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 2
Intersection
Intersection Delay, s/veh 12.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 16 106 82 12 5 141 186 95 1 226 7
Future Vol, veh/h 4 16 106 82 12 5 141 186 95 1 226 7
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 0 6 2 2 0 0 0 1 1 0 1 14
Mvmt Flow 4 18 116 90 13 5 155 204 104 1 248 8
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 11.4 11.8 11.5 14.7

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0%
Vol Thru, % 0% 100% 0% 0% 13% 0% 71% 0% 97%
Vol Right, % 0% 0% 100% 0% 87% 0% 29% 0% 3%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 141 186 95 4 122 82 17 1 233
LT Vol 141 0 0 4 0 82 0 1 0
Through Vol 0 186 0 0 16 0 12 0 226
RT Vol 0 0 95 0 106 0 5 0 7
Lane Flow Rate 155 204 104 4 134 90 19 1 256
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.286 0.35 0.158 0.009 0.242 0.19 0.036 0.002 0.461 Departure Headway (Hd) 6.645 6.156 5.449 7.512 6.493 7.591 6.842 6.993 6.483 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 539 583 655 474 550 470 520 510 553
Service Time 4.407 3.918 3.21 5.291 4.272 5.374 4.624 4.764 4.254 HCM Lane V/C Ratio 0.288 0.35 0.159 0.008 0.244 0.191 0.037 0.002 0.463 HCM Control Delay 12.1 12.2 9.2 10.4 11.4 12.2 9.9 9.8 14.7 HCM Lane LOS B B A B B B A A B
HCM 95th-tile Q 1.2 1.6 0.6 0 0.9 0.7 0.1 0 2.4
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1 8 251 1 36 41 353 74 13 342 6 Future Volume (veh/h) 5 1 8 251 1 36 41 353 74 13 342 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1900 1885 1900 1870 1900 Adj Flow Rate, veh/h 6 1 9 282 1 40 46 397 83 15 384 7
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 0 0 1 0 0 0 0 1 0 2 0
Cap, veh/h 6 1 9 375 8 329 55 853 177 16 947 17
Arrive On Green 0.01 0.01 0.01 0.21 0.21 0.21 0.03 0.29 0.29 0.01 0.27 0.27 Sat Flow, veh/h 636 106 954 1795 39 1577 1810 2976 617 1810 3569 65 Grp Volume(v), veh/h 16 0 0 282 0 41 46 239 241 15 191 200 Grp Sat Flow(s),veh/h/ln 1696 0 0 1795 0 1616 1810 1805 1788 1810 1777 1857 Q Serve(g_s), s 0.3 0.0 0.0 5.5 0.0 0.8 0.9 4.0 4.1 0.3 3.3 3.3 Cycle Q Clear(g_c), s 0.3 0.0 0.0 5.5 0.0 0.8 0.9 4.0 4.1 0.3 3.3 3.3 Prop In Lane 0.37 0.56 1.00 0.98 1.00 0.34 1.00 0.03
Lane Grp Cap(c), veh/h 16 0 0 375 0 337 55 518 513 16 472 493 V/C Ratio(X) 0.97 0.00 0.00 0.75 0.00 0.12 0.84 0.46 0.47 0.93 0.40 0.41 Avail Cap(c_a), veh/h 733 0 0 1794 0 1615 782 1657 1641 782 1631 1705 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.3 0.0 0.0 13.8 0.0 11.9 17.9 10.9 10.9 18.3 11.2 11.2 Incr Delay (d2), s/veh 56.4 0.0 0.0 1.2 0.0 0.1 12.1 0.9 1.0 47.2 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 1.9 0.0 0.2 0.5 1.4 1.4 0.3 1.1 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.7 0.0 0.0 14.9 0.0 12.0 29.9 11.8 11.8 65.5 12.0 12.0 LnGrp LOS E A A B A B C B B E B B
Approach Vol, veh/h 16 323 526 406
Approach Delay, s/veh 74.7 14.5 13.4 14.0
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.3 16.6 4.4 5.1 15.8 11.7
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.3 6.1 2.3 2.9 5.3 7.5
Green Ext Time (p_c), s 0.0 4.4 0.0 0.0 3.4 0.6
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 179 716 23 70 584 196 55 68 23 475 213 115 Future Volume (vph) 179 716 23 70 584 196 55 68 23 475 213 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 5106 1770 5136 1554 1805 3366 3502 3610 1561 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 5106 1770 5136 1554 1805 3366 3502 3610 1561 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 199 796 26 78 649 218 61 76 26 528 237 128 RTOR Reduction (vph) 0 2 0 0 0 157 0 23 0 0 0 92
Lane Group Flow (vph) 199 820 0 78 649 61 61 79 0 528 237 36 Confl. Peds. (#/hr) 5 5 2 3 3 2
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 1% 1% 3% 2% 1% 2% 0% 2% 5% 0% 0% 2%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 17.8 38.1 8.7 28.5 28.5 7.7 11.6 24.3 28.7 28.7 Effective Green, g (s) 17.8 38.1 8.7 28.5 28.5 7.7 11.6 24.3 28.7 28.7 Actuated g/C Ratio 0.17 0.37 0.08 0.28 0.28 0.08 0.11 0.24 0.28 0.28 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 310 1897 150 1428 432 135 380 830 1010 437 v/s Ratio Prot c0.11 c0.16 0.04 0.13 0.03 0.02 c0.15 c0.07 v/s Ratio Perm 0.04 0.02
v/c Ratio 0.64 0.43 0.52 0.45 0.14 0.45 0.21 0.64 0.23 0.08 Uniform Delay, d1 39.4 24.1 44.9 30.6 27.8 45.4 41.3 35.1 28.4 27.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.5 0.3 3.2 0.5 0.3 2.4 0.6 2.2 0.3 0.2 Delay (s) 43.9 24.4 48.1 31.1 28.1 47.8 41.8 37.4 28.7 27.4 Level of Service D C D C C D D D C C
Approach Delay (s) 28.2 31.8 44.1 33.6
Approach LOS C C D C
Intersection Summary
HCM 2000 Control Delay 31.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.53
Actuated Cycle Length (s) 102.5 Sum of lost time (s) 20.3 Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 179 716 23 70 584 196 55 68 23 475 213 115 Future Volume (veh/h) 179 716 23 70 584 196 55 68 23 475 213 115 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1856 1870 1885 1870 1900 1870 1826 1900 1900 1870 Adj Flow Rate, veh/h 199 796 26 78 649 218 61 76 26 528 237 128 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 3 2 1 2 0 2 5 0 0 2
Cap, veh/h 247 1940 63 103 1507 456 81 228 74 781 978 428 Arrive On Green 0.14 0.38 0.38 0.06 0.29 0.29 0.04 0.09 0.09 0.22 0.27 0.27 Sat Flow, veh/h 1795 5116 167 1781 5147 1556 1810 2627 856 3510 3610 1580 Grp Volume(v), veh/h 199 533 289 78 649 218 61 50 52 528 237 128 Grp Sat Flow(s),veh/h/ln 1795 1716 1852 1781 1716 1556 1810 1777 1706 1755 1805 1580 Q Serve(g_s), s 8.4 8.9 9.0 3.4 8.0 9.0 2.6 2.1 2.2 10.7 4.0 5.0 Cycle Q Clear(g_c), s 8.4 8.9 9.0 3.4 8.0 9.0 2.6 2.1 2.2 10.7 4.0 5.0 Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.50 1.00 1.00
Lane Grp Cap(c), veh/h 247 1301 702 103 1507 456 81 154 148 781 978 428 V/C Ratio(X) 0.80 0.41 0.41 0.76 0.43 0.48 0.76 0.33 0.35 0.68 0.24 0.30 Avail Cap(c_a), veh/h 690 1759 949 685 2638 797 927 683 656 1799 1388 607 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.6 17.8 17.8 36.2 22.3 22.7 36.9 33.5 33.6 27.8 22.2 22.6 Incr Delay (d2), s/veh 6.0 0.4 0.8 10.7 0.4 1.7 13.3 2.6 3.0 2.2 0.3 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.4 3.8 1.7 3.1 3.4 1.4 1.0 1.0 4.6 1.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.7 18.3 18.6 46.9 22.7 24.4 50.1 36.1 36.6 30.0 22.5 23.4 LnGrp LOS D B B D C C D D D C C C
Approach Vol, veh/h 1021 945 163 893
Approach Delay, s/veh 22.3 25.1 41.5 27.0
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 34.9 8.0 26.1 15.8 28.2 22.4 11.8 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 5.4 11.0 4.6 7.0 10.4 11.0 12.7 4.2 Green Ext Time (p_c), s 0.2 11.1 0.1 3.7 0.5 11.0 4.6 0.9 Intersection Summary
HCM 6th Ctrl Delay 25.6
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 9 1106 158 395 705 29 222 12 223 30 7 6 Future Volume (vph) 9 1106 158 395 705 29 222 12 223 30 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.99 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5021 1805 5102 3467 1900 1565 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5021 1805 5102 3467 1900 1565 1805 1768 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 9 1164 166 416 742 31 234 13 235 32 7 6 RTOR Reduction (vph) 0 15 0 0 3 0 0 0 166 0 4 0
Lane Group Flow (vph) 9 1315 0 416 770 0 234 13 69 32 9 0 Confl. Peds. (#/hr) 1 1 1 1 8 8
Confl. Bikes (#/hr) 7
Heavy Vehicles (%) 0% 1% 2% 0% 1% 0% 1% 0% 1% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 1.8 33.3 31.3 62.8 13.3 38.2 38.2 6.6 32.7 Effective Green, g (s) 1.8 33.3 31.3 62.8 13.3 38.2 38.2 6.6 32.7 Actuated g/C Ratio 0.01 0.26 0.24 0.48 0.10 0.29 0.29 0.05 0.25 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 24 1286 434 2464 354 558 459 91 444
v/s Ratio Prot 0.00 c0.26 c0.23 0.15 c0.07 0.01 0.02 0.00 v/s Ratio Perm c0.04
v/c Ratio 0.38 1.02 0.96 0.31 0.66 0.02 0.15 0.35 0.02
Uniform Delay, d1 63.5 48.4 48.7 20.5 56.2 32.6 33.9 59.6 36.6 Progression Factor 1.00 1.00 1.52 0.61 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.9 31.0 30.9 0.3 5.0 0.1 0.7 3.2 0.1 Delay (s) 76.5 79.3 104.9 12.8 61.2 32.7 34.6 62.8 36.7 Level of Service E E F B E C C E D
Approach Delay (s) 79.3 45.0 47.5 55.3
Approach LOS E D D E
Intersection Summary
HCM 2000 Control Delay 60.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 1106 158 395 705 29 222 12 223 30 7 6 Future Volume (veh/h) 9 1106 158 395 705 29 222 12 223 30 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 9 1164 134 416 742 31 234 13 -80 32 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 35 1299 149 432 2522 105 287 468 393 142 236 203 Arrive On Green 0.02 0.28 0.28 0.48 1.00 1.00 0.08 0.25 0.00 0.08 0.25 0.25 Sat Flow, veh/h 1810 4670 537 1810 5067 211 3483 1900 1598 1810 940 806 Grp Volume(v), veh/h 9 855 443 416 502 271 234 13 -80 32 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1776 1810 1716 1847 1742 1900 1598 1810 0 1746 Q Serve(g_s), s 0.6 31.1 31.2 28.9 0.1 0.1 8.6 0.7 0.0 2.2 0.0 0.7 Cycle Q Clear(g_c), s 0.6 31.1 31.2 28.9 0.1 0.1 8.6 0.7 0.0 2.2 0.0 0.7 Prop In Lane 1.00 0.30 1.00 0.11 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 35 954 494 432 1708 919 287 468 393 142 0 439 V/C Ratio(X) 0.26 0.90 0.90 0.96 0.29 0.30 0.82 0.03 -0.20 0.23 0.00 0.03 Avail Cap(c_a), veh/h 125 954 494 438 1708 919 308 468 393 153 0 439 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.86 0.86 0.86 0.92 0.92 0.92 0.88 0.88 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 62.8 45.1 45.1 33.4 0.1 0.1 58.7 37.2 0.0 56.2 0.0 36.7 Incr Delay (d2), s/veh 4.7 11.3 19.2 31.8 0.4 0.8 14.0 0.1 0.0 1.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 14.7 16.3 13.9 0.1 0.2 4.4 0.3 0.0 1.0 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.6 56.4 64.3 65.2 0.6 0.9 72.7 37.3 0.0 57.3 0.0 36.8 LnGrp LOS E E E E A A E D A E A D
Approach Vol, veh/h 1307 1189 167 45
Approach Delay, s/veh 59.2 23.2 104.8 51.4
Approach LOS E C F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 35.5 42.0 15.2 37.3 7.0 70.5 14.7 37.8 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 31.5 34.9 11.5 32.7 9.0 57.4 11.0 32.0 Max Q Clear Time (g_c+I1), s 30.9 33.2 10.6 2.7 2.6 2.1 4.2 2.7 Green Ext Time (p_c), s 0.1 1.6 0.1 0.0 0.0 16.6 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 46.1
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 79 1269 89 574 989 311 94 73 435 394 151 72 Future Volume (vph) 79 1269 89 574 989 311 94 73 435 394 151 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.89 0.85 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1592 3502 5136 1592 3502 1591 1515 3467 1787 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1592 3502 5136 1592 3502 1591 1515 3467 1787 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 83 1336 94 604 1041 327 99 77 458 415 159 76 RTOR Reduction (vph) 0 0 62 0 0 172 0 73 223 0 14 0
Lane Group Flow (vph) 83 1336 32 604 1041 155 99 201 38 415 221 0 Confl. Peds. (#/hr) 2 2 1 1 1 1
Confl. Bikes (#/hr) 3 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 0% 1% 0% 1% 1% 0%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 9.1 44.8 44.8 25.9 61.6 61.6 18.9 18.9 18.9 19.4 19.4 Effective Green, g (s) 9.1 44.8 44.8 25.9 61.6 61.6 18.9 18.9 18.9 19.4 19.4 Actuated g/C Ratio 0.07 0.34 0.34 0.20 0.47 0.47 0.15 0.15 0.15 0.15 0.15 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 245 1769 548 697 2433 754 509 231 220 517 266 v/s Ratio Prot 0.02 c0.26 c0.17 0.20 0.03 c0.13 0.12 c0.12 v/s Ratio Perm 0.02 0.10 0.03
v/c Ratio 0.34 0.76 0.06 0.87 0.43 0.21 0.19 0.87 0.17 0.80 0.83 Uniform Delay, d1 57.6 37.7 28.5 50.4 22.6 19.9 48.9 54.4 48.7 53.5 53.7 Progression Factor 0.98 1.18 4.85 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 1.7 0.1 10.7 0.6 0.6 0.1 27.5 0.1 8.3 18.7 Delay (s) 56.8 46.2 138.2 61.0 23.1 20.6 48.9 81.8 48.8 61.7 72.4 Level of Service E D F E C C D F D E E
Approach Delay (s) 52.5 34.3 63.1 65.6
Approach LOS D C E E
Intersection Summary
HCM 2000 Control Delay 48.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 1269 89 574 989 311 94 73 435 394 151 72 Future Volume (veh/h) 79 1269 89 574 989 311 94 73 435 394 151 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1885 1900 1885 1885 1900 Adj Flow Rate, veh/h 83 1336 -31 604 1041 134 99 142 121 415 159 76 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 0 0 1 0 0 1 0 1 1 0
Cap, veh/h 231 2078 650 664 2713 848 346 180 153 522 180 86 Arrive On Green 0.13 0.81 0.00 0.19 0.53 0.53 0.10 0.10 0.10 0.15 0.15 0.15 Sat Flow, veh/h 3510 5147 1610 3510 5147 1608 3619 1885 1605 3483 1199 573 Grp Volume(v), veh/h 83 1336 -31 604 1041 134 99 142 121 415 0 235 Grp Sat Flow(s),veh/h/ln 1755 1716 1610 1755 1716 1608 1810 1885 1605 1742 0 1771 Q Serve(g_s), s 2.8 13.5 0.0 21.9 15.6 5.6 3.3 9.6 9.6 14.9 0.0 16.9 Cycle Q Clear(g_c), s 2.8 13.5 0.0 21.9 15.6 5.6 3.3 9.6 9.6 14.9 0.0 16.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.32
Lane Grp Cap(c), veh/h 231 2078 650 664 2713 848 346 180 153 522 0 266 V/C Ratio(X) 0.36 0.64 -0.05 0.91 0.38 0.16 0.29 0.79 0.79 0.79 0.00 0.88 Avail Cap(c_a), veh/h 513 2078 650 783 2713 848 596 310 264 573 0 292 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.38 0.38 0.00 0.72 0.72 0.72 1.00 1.00 1.00 0.92 0.00 0.92 Uniform Delay (d), s/veh 54.0 8.8 0.0 51.6 18.2 15.9 54.7 57.5 57.5 53.3 0.0 54.1 Incr Delay (d2), s/veh 0.1 0.6 0.0 9.2 0.3 0.3 0.2 2.9 3.4 5.7 0.0 21.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 3.0 0.0 10.5 6.2 2.1 1.5 4.7 4.0 7.0 0.0 9.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.1 9.4 0.0 60.8 18.5 16.1 54.8 60.4 60.9 59.0 0.0 75.8 LnGrp LOS D A A E B B D E E E A E
Approach Vol, veh/h 1388 1779 362 650
Approach Delay, s/veh 12.2 32.7 59.1 65.1
Approach LOS B C E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 28.6 59.3 24.6 12.6 75.3 17.5
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 29.0 37.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 23.9 15.5 18.9 4.8 17.6 11.6 Green Ext Time (p_c), s 0.7 13.1 0.6 0.1 12.9 0.7
Intersection Summary
HCM 6th Ctrl Delay 33.2
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1662 582 204 1522 0 0 0 0 1035 5 505 Future Volume (vph) 0 1662 582 204 1522 0 0 0 0 1035 5 505 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1576 3502 5187 1698 1703 1599
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1576 3502 5187 1698 1703 1599
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 1749 613 215 1602 0 0 0 0 1089 5 532
RTOR Reduction (vph) 0 0 364 0 0 0 0 0 0 0 0 33
Lane Group Flow (vph) 0 1749 249 215 1602 0 0 0 0 544 550 499 Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 4 1
Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% 0% 0% 0% 1% 0% 1%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 50.3 50.3 10.4 65.4 47.8 47.8 47.8 Effective Green, g (s) 50.3 50.3 10.4 65.4 47.8 47.8 47.8 Actuated g/C Ratio 0.41 0.41 0.08 0.53 0.39 0.39 0.39
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2088 640 294 2742 656 658 617
v/s Ratio Prot c0.34 c0.06 0.31
v/s Ratio Perm 0.16 0.32 0.32 0.31
v/c Ratio 0.84 0.39 0.73 0.58 0.83 0.84 0.81
Uniform Delay, d1 33.0 25.9 55.3 19.9 34.3 34.4 33.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 4.2 1.8 7.8 0.9 8.1 8.7 7.3
Delay (s) 37.2 27.7 63.1 20.8 42.4 43.0 41.1
Level of Service D C E C D D D
Approach Delay (s) 34.7 25.8 0.0 42.2
Approach LOS C C A D
Intersection Summary
HCM 2000 Control Delay 34.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 123.7 Sum of lost time (s) 15.2 Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1662 582 204 1522 0 0 0 0 1035 5 505 Future Volume (veh/h) 0 1662 582 204 1522 0 0 0 0 1035 5 505 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1900 1900 0 1885 1900 1885 Adj Flow Rate, veh/h 0 1749 137 215 1602 0 1093 0 497
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 0 0 0 1 0 1
Cap, veh/h 0 2355 721 276 3004 0 1168 0 520
Arrive On Green 0.00 0.46 0.46 0.08 0.58 0.00 0.33 0.00 0.33 Sat Flow, veh/h 0 5316 1575 3510 5358 0 3591 0 1598
Grp Volume(v), veh/h 0 1749 137 215 1602 0 1093 0 497
Grp Sat Flow(s),veh/h/ln 0 1716 1575 1755 1729 0 1795 0 1598 Q Serve(g_s), s 0.0 30.6 5.7 6.6 20.6 0.0 32.4 0.0 33.4 Cycle Q Clear(g_c), s 0.0 30.6 5.7 6.6 20.6 0.0 32.4 0.0 33.4 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2355 721 276 3004 0 1168 0 520 V/C Ratio(X) 0.00 0.74 0.19 0.78 0.53 0.00 0.94 0.00 0.96 Avail Cap(c_a), veh/h 0 2355 721 1130 3004 0 1647 0 733 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 24.4 17.7 49.6 14.1 0.0 35.9 0.0 36.2 Incr Delay (d2), s/veh 0.0 2.2 0.6 1.8 0.7 0.0 6.9 0.0 16.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 12.5 2.2 3.0 7.9 0.0 15.0 0.0 15.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 26.6 18.3 51.4 14.7 0.0 42.8 0.0 53.0 LnGrp LOS A C B D B A D A D
Approach Vol, veh/h 1886 1817 1590
Approach Delay, s/veh 26.0 19.1 46.0
Approach LOS C B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 13.3 56.0 40.4 69.3
Change Period (Y+Rc), s * 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 35 50.2 * 50 50.2
Max Q Clear Time (g_c+I1), s 8.6 32.6 35.4 22.6
Green Ext Time (p_c), s 0.0 3.2 0.2 3.0
Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2402 318 62 1206 891 481 34 230 0 0 0 Future Volume (vph) 0 2402 318 62 1206 891 481 34 230 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1571 3467 5136 1567 1698 1715 1590 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1571 3467 5136 1567 1698 1715 1590 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2476 328 64 1243 919 496 35 237 0 0 0 RTOR Reduction (vph) 0 0 60 0 0 269 0 0 192 0 0 0
Lane Group Flow (vph) 0 2476 268 64 1243 650 263 268 45 0 0 0 Confl. Peds. (#/hr) 7 3 3 7 5 5
Confl. Bikes (#/hr) 8
Heavy Vehicles (%) 0% 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 50.8 50.8 4.6 59.1 59.1 16.7 16.7 16.7 Effective Green, g (s) 50.8 50.8 4.6 59.1 59.1 16.7 16.7 16.7 Actuated g/C Ratio 0.58 0.58 0.05 0.67 0.67 0.19 0.19 0.19 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2975 909 181 3461 1055 323 326 302
v/s Ratio Prot c0.48 0.02 0.24
v/s Ratio Perm 0.17 c0.42 0.15 0.16 0.03
v/c Ratio 0.83 0.29 0.35 0.36 0.62 0.81 0.82 0.15
Uniform Delay, d1 15.0 9.4 40.1 6.2 8.0 34.0 34.1 29.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.1 0.4 0.0 0.8 13.8 14.6 0.1 Delay (s) 17.0 9.4 40.5 6.2 8.7 47.8 48.7 29.7
Level of Service B A D A A D D C
Approach Delay (s) 16.1 8.2 42.5 0.0
Approach LOS B A D A
Intersection Summary
HCM 2000 Control Delay 16.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 87.7 Sum of lost time (s) 15.6 Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2402 318 62 1206 891 481 34 230 0 0 0 Future Volume (veh/h) 0 2402 318 62 1206 891 481 34 230 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 1885 1885 1900 1900 Adj Flow Rate, veh/h 0 2476 138 64 1243 678 521 0 24
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 1 1 0 0
Cap, veh/h 0 2741 827 207 3373 1044 660 0 293
Arrive On Green 0.00 0.53 0.53 0.06 0.66 0.66 0.18 0.00 0.18 Sat Flow, veh/h 0 5316 1552 3483 5147 1592 3591 0 1597
Grp Volume(v), veh/h 0 2476 138 64 1243 678 521 0 24
Grp Sat Flow(s),veh/h/ln 0 1716 1552 1742 1716 1592 1795 0 1597 Q Serve(g_s), s 0.0 32.1 3.4 1.3 8.1 18.9 10.3 0.0 0.9
Cycle Q Clear(g_c), s 0.0 32.1 3.4 1.3 8.1 18.9 10.3 0.0 0.9 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2741 827 207 3373 1044 660 0 293 V/C Ratio(X) 0.00 0.90 0.17 0.31 0.37 0.65 0.79 0.00 0.08 Avail Cap(c_a), veh/h 0 3491 1053 955 3491 1080 2421 0 1077 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 15.6 8.9 33.4 5.8 7.7 28.8 0.0 25.0 Incr Delay (d2), s/veh 0.0 2.7 0.0 0.3 0.0 1.0 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.4 1.0 0.5 2.3 5.3 4.3 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 18.3 8.9 33.7 5.8 8.7 29.7 0.0 25.1 LnGrp LOS A B A C A A C A C
Approach Vol, veh/h 2614 1985 545
Approach Delay, s/veh 17.8 7.7 29.4
Approach LOS B A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.1 46.2 55.3 18.7
Change Period (Y+Rc), s * 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 20 * 50 50.2 49.9
Max Q Clear Time (g_c+I1), s 3.3 34.1 20.9 12.3
Green Ext Time (p_c), s 0.0 5.3 1.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 15.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 410 1371 324 209 1280 71 449 192 109 339 616 407 Future Volume (vph) 410 1371 324 209 1280 71 449 192 109 339 616 407 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 1.00 0.94
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1585 3502 5136 1615 3467 3332 3502 3360 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1585 3502 5136 1615 3467 3332 3502 3360 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 427 1428 338 218 1333 74 468 200 114 353 642 424 RTOR Reduction (vph) 0 0 225 0 0 53 0 54 0 0 78 0
Lane Group Flow (vph) 427 1428 113 218 1333 21 468 260 0 353 988 0 Confl. Peds. (#/hr) 2 2 3 6 6 3
Confl. Bikes (#/hr) 6 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 1% 1% 3% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 18.6 47.7 47.7 11.6 40.4 40.4 20.4 43.1 18.2 41.9 Effective Green, g (s) 18.6 47.7 47.7 11.6 40.4 40.4 20.4 43.1 18.2 41.9 Actuated g/C Ratio 0.13 0.33 0.33 0.08 0.28 0.28 0.14 0.30 0.13 0.29 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 455 1713 528 284 1451 456 494 1004 445 984 v/s Ratio Prot c0.12 c0.28 0.06 c0.26 c0.13 0.08 0.10 c0.29 v/s Ratio Perm 0.07 0.01
v/c Ratio 0.94 0.83 0.21 0.77 0.92 0.05 0.95 0.26 0.79 1.00 Uniform Delay, d1 61.6 44.0 34.2 64.4 49.7 37.3 60.8 37.8 60.6 50.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 27.9 3.8 0.3 10.6 9.7 0.1 27.2 0.2 8.8 29.7 Delay (s) 89.6 47.8 34.5 75.0 59.4 37.3 88.0 38.0 69.4 80.3 Level of Service F D C E E D F D E F
Approach Delay (s) 53.9 60.5 67.9 77.6
Approach LOS D E E E
Intersection Summary
HCM 2000 Control Delay 63.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.96
Actuated Cycle Length (s) 143.0 Sum of lost time (s) 22.7 Intersection Capacity Utilization 97.6% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 410 1371 324 209 1280 71 449 192 109 339 616 407 Future Volume (veh/h) 410 1371 324 209 1280 71 449 192 109 339 616 407 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1885 1885 1856 1900 1900 1885 Adj Flow Rate, veh/h 427 1428 338 218 1333 74 468 200 114 353 642 424 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 0 0 1 0 1 1 3 0 0 1
Cap, veh/h 454 1718 528 269 1435 448 495 708 384 405 606 400 Arrive On Green 0.13 0.33 0.33 0.08 0.28 0.28 0.14 0.32 0.32 0.12 0.29 0.29 Sat Flow, veh/h 3510 5147 1582 3510 5147 1607 3483 2225 1208 3510 2078 1371 Grp Volume(v), veh/h 427 1428 338 218 1333 74 468 159 155 353 558 508 Grp Sat Flow(s),veh/h/ln 1755 1716 1582 1755 1716 1607 1742 1791 1641 1755 1805 1643 Q Serve(g_s), s 17.3 36.8 26.0 8.8 36.2 5.0 19.1 9.5 10.2 14.2 41.9 41.9 Cycle Q Clear(g_c), s 17.3 36.8 26.0 8.8 36.2 5.0 19.1 9.5 10.2 14.2 41.9 41.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.74 1.00 0.83
Lane Grp Cap(c), veh/h 454 1718 528 269 1435 448 495 570 523 405 526 479 V/C Ratio(X) 0.94 0.83 0.64 0.81 0.93 0.17 0.95 0.28 0.30 0.87 1.06 1.06 Avail Cap(c_a), veh/h 454 1718 528 286 1447 452 495 570 523 518 526 479 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.0 44.1 40.5 65.3 50.4 39.2 61.1 36.6 36.9 62.5 50.9 50.9 Incr Delay (d2), s/veh 28.2 3.8 3.0 13.9 10.9 0.2 27.2 0.4 0.4 10.6 55.9 58.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 16.2 10.6 4.5 17.0 2.0 10.3 4.3 4.2 7.0 27.0 24.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 90.2 47.9 43.5 79.2 61.3 39.4 88.3 37.0 37.3 73.1 106.8 109.0 LnGrp LOS F D D E E D F D D E F F
Approach Vol, veh/h 2193 1625 782 1419
Approach Delay, s/veh 55.4 62.7 67.7 99.2
Approach LOS E E E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.5 54.8 24.4 48.0 24.4 46.9 20.6 51.8 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 11.7 47.6 20.4 * 42 * 19 40.4 21.2 40.1 Max Q Clear Time (g_c+I1), s 10.8 38.8 21.1 43.9 19.3 38.2 16.2 12.2 Green Ext Time (p_c), s 0.0 7.4 0.0 0.0 0.0 1.9 0.3 2.8 Intersection Summary
HCM 6th Ctrl Delay 69.3
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 561 1132 113 127 950 235 219 207 62 506 645 254 Future Volume (vph) 561 1132 113 127 950 235 219 207 62 506 645 254 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3409 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3409 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 578 1167 116 131 979 242 226 213 64 522 665 262 RTOR Reduction (vph) 0 0 69 0 0 182 0 0 57 0 31 0
Lane Group Flow (vph) 578 1167 47 131 979 60 226 213 7 522 896 0 Confl. Peds. (#/hr) 3 2 2 3 2 1 1 2
Confl. Bikes (#/hr) 4
Heavy Vehicles (%) 0% 1% 1% 1% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 34.0 52.3 52.3 13.8 32.1 32.1 14.2 14.2 14.2 29.0 29.0 Effective Green, g (s) 34.0 52.3 52.3 13.8 32.1 32.1 14.2 14.2 14.2 29.0 29.0 Actuated g/C Ratio 0.26 0.40 0.40 0.11 0.25 0.25 0.11 0.11 0.11 0.22 0.22 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 472 2066 632 189 1268 392 378 207 174 781 760 v/s Ratio Prot c0.32 0.23 0.07 c0.19 0.07 c0.11 0.15 c0.26 v/s Ratio Perm 0.03 0.04 0.00
v/c Ratio 1.22 0.56 0.07 0.69 0.77 0.15 0.60 1.03 0.04 0.67 1.18 Uniform Delay, d1 48.0 30.0 23.9 56.1 45.5 38.3 55.2 57.9 51.8 46.1 50.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 118.8 1.1 0.2 8.5 4.6 0.8 3.0 70.3 0.1 2.4 93.9 Delay (s) 166.8 31.2 24.2 64.6 50.1 39.1 58.1 128.2 51.9 48.5 144.4 Level of Service F C C E D D E F D D F
Approach Delay (s) 72.8 49.6 87.0 109.8
Approach LOS E D F F
Intersection Summary
HCM 2000 Control Delay 78.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.05
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 110.4% ICU Level of Service H Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 561 1132 113 127 950 235 219 207 62 506 645 254 Future Volume (veh/h) 561 1132 113 127 950 235 219 207 62 506 645 254 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 578 1167 116 131 979 242 226 213 64 522 665 262 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 0 1 0 0 0 1 1
Cap, veh/h 473 2252 688 156 1354 422 380 208 175 726 519 204 Arrive On Green 0.26 0.44 0.44 0.09 0.26 0.26 0.11 0.11 0.11 0.21 0.21 0.21 Sat Flow, veh/h 1810 5147 1572 1795 5147 1605 3483 1900 1601 3510 2507 988 Grp Volume(v), veh/h 578 1167 116 131 979 242 226 213 64 522 475 452 Grp Sat Flow(s),veh/h/ln 1810 1716 1572 1795 1716 1605 1742 1900 1601 1755 1791 1704 Q Serve(g_s), s 34.0 21.4 5.8 9.3 22.5 17.0 8.0 14.2 4.8 18.0 26.9 26.9 Cycle Q Clear(g_c), s 34.0 21.4 5.8 9.3 22.5 17.0 8.0 14.2 4.8 18.0 26.9 26.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.58
Lane Grp Cap(c), veh/h 473 2252 688 156 1354 422 380 208 175 726 371 353 V/C Ratio(X) 1.22 0.52 0.17 0.84 0.72 0.57 0.59 1.03 0.37 0.72 1.28 1.28 Avail Cap(c_a), veh/h 473 2252 688 243 1354 422 380 208 175 726 371 353 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.46 0.46 0.46 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.0 26.6 22.2 58.4 43.6 41.6 55.2 57.9 53.7 48.0 51.5 51.6 Incr Delay (d2), s/veh 108.5 0.4 0.2 8.1 3.4 5.6 3.0 69.5 1.8 3.8 146.0 146.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 29.5 8.9 2.2 4.6 10.0 7.4 3.7 10.8 2.0 8.3 27.0 25.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 156.5 27.0 22.4 66.6 47.0 47.1 58.1 127.4 55.5 51.8 197.5 198.5 LnGrp LOS F C C E D D E F E D F F
Approach Vol, veh/h 1861 1352 503 1449
Approach Delay, s/veh 66.9 48.9 87.1 145.3
Approach LOS E D F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.3 62.7 32.0 38.0 40.0 20.0
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 17.6 50.6 26.9 34.0 34.2 14.2 Max Q Clear Time (g_c+I1), s 11.3 23.4 28.9 36.0 24.5 16.2 Green Ext Time (p_c), s 0.1 13.8 0.0 0.0 6.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 86.2
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
10: Heidorn Ranch Road & Kohls Driveway 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 19
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 38 263 187 24 289 245
Future Volume (vph) 38 263 187 24 289 245
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.98 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1805 1595 3487 1787 3574
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1805 1595 3487 1787 3574
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 41 286 203 26 314 266
RTOR Reduction (vph) 0 244 11 0 0 0
Lane Group Flow (vph) 41 42 218 0 314 266
Confl. Peds. (#/hr) 2
Heavy Vehicles (%) 0% 0% 2% 0% 1% 1%
Turn Type Prot Perm NA Prot NA
Protected Phases 8 2 1 6
Permitted Phases 8
Actuated Green, G (s) 6.1 6.1 9.3 14.0 27.3
Effective Green, g (s) 6.1 6.1 9.3 14.0 27.3
Actuated g/C Ratio 0.15 0.15 0.22 0.34 0.66
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 265 235 783 604 2356
v/s Ratio Prot 0.02 c0.06 c0.18 0.07
v/s Ratio Perm c0.03
v/c Ratio 0.15 0.18 0.28 0.52 0.11
Uniform Delay, d1 15.4 15.5 13.3 11.0 2.6
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.1 0.3 0.3 0.0
Delay (s) 15.5 15.6 13.5 11.3 2.6
Level of Service B B B B A
Approach Delay (s) 15.6 13.5 7.3
Approach LOS B B A
Intersection Summary
HCM 2000 Control Delay 11.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.37
Actuated Cycle Length (s) 41.4 Sum of lost time (s) 12.0 Intersection Capacity Utilization 37.1% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 38 263 187 24 289 245
Future Volume (veh/h) 38 263 187 24 289 245
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1870 1900 1885 1885
Adj Flow Rate, veh/h 41 286 203 26 314 266
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 2 0 1 1
Cap, veh/h 419 373 562 71 402 1875
Arrive On Green 0.23 0.23 0.18 0.18 0.22 0.52
Sat Flow, veh/h 1810 1610 3267 401 1795 3676
Grp Volume(v), veh/h 41 286 113 116 314 266
Grp Sat Flow(s),veh/h/ln 1810 1610 1777 1798 1795 1791
Q Serve(g_s), s 0.6 5.4 1.8 1.9 5.4 1.2
Cycle Q Clear(g_c), s 0.6 5.4 1.8 1.9 5.4 1.2
Prop In Lane 1.00 1.00 0.22 1.00
Lane Grp Cap(c), veh/h 419 373 315 318 402 1875
V/C Ratio(X) 0.10 0.77 0.36 0.37 0.78 0.14
Avail Cap(c_a), veh/h 2049 1824 1849 1871 1099 3289
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.9 11.7 11.8 11.8 11.9 4.0
Incr Delay (d2), s/veh 0.0 1.3 1.0 1.0 1.3 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 1.5 0.6 0.7 1.7 0.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.9 13.0 12.8 12.8 13.2 4.1
LnGrp LOS A B B B B A
Approach Vol, veh/h 327 229 580
Approach Delay, s/veh 12.6 12.8 9.0
Approach LOS B B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 11.3 9.8 21.1 11.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 7.4 3.9 3.2 7.4
Green Ext Time (p_c), s 0.4 1.9 2.4 0.6
Intersection Summary
HCM 6th Ctrl Delay 10.8
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/21/2022
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 21
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 63 61 0 140 118 46 237
Future Volume (vph) 63 61 0 140 118 46 237
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.93 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3307 1805 3610
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3307 1805 3610
Peak-hour factor, PHF 0.87 0.87 0.92 0.87 0.87 0.87 0.87 Adj. Flow (vph) 72 70 0 161 136 53 272
RTOR Reduction (vph) 0 63 0 50 0 0 0
Lane Group Flow (vph) 72 7 0 247 0 53 272
Confl. Peds. (#/hr) 1 1 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 0% 0%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 5.8 5.8 37.6 3.9 45.5
Effective Green, g (s) 5.8 5.8 37.6 3.9 45.5
Actuated g/C Ratio 0.10 0.10 0.63 0.07 0.77
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 173 157 2096 118 2769
v/s Ratio Prot c0.04 c0.07 c0.03 0.08
v/s Ratio Perm 0.00
v/c Ratio 0.42 0.04 0.12 0.45 0.10
Uniform Delay, d1 25.2 24.2 4.3 26.7 1.7
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.6 0.0 0.1 1.0 0.1
Delay (s) 25.7 24.3 4.4 27.7 1.8
Level of Service C C A C A
Approach Delay (s) 25.0 4.4 6.0
Approach LOS C A A
Intersection Summary
HCM 2000 Control Delay 8.9 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.18
Actuated Cycle Length (s) 59.3 Sum of lost time (s) 12.0 Intersection Capacity Utilization 45.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/21/2022 Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 24
Intersection
Int Delay, s/veh 3.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 63 164 56 184 168 118
Future Vol, veh/h 63 164 56 184 168 118
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 1 0 0 4 0 1
Mvmt Flow 71 184 63 207 189 133
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 420 190 323 0 - 0
Stage 1 190 - - - - -
Stage 2 230 - - - - -
Critical Hdwy 6.615 6.2 4.1 - - -
Critical Hdwy Stg 1 5.415 - - - - -
Critical Hdwy Stg 2 5.815 - - - - -
Follow-up Hdwy 3.5095 3.3 2.2 - - -
Pot Cap-1 Maneuver 578 857 1248 - - -
Stage 1 844 - - - - -
Stage 2 790 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 547 856 1247 - - -
Mov Cap-2 Maneuver 547 - - - - -
Stage 1 800 - - - - -
Stage 2 789 - - - - -
Approach EB NB SB
HCM Control Delay, s 11 1.9 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1247 - 547 856 - -
HCM Lane V/C Ratio 0.05 - 0.129 0.215 - -
HCM Control Delay (s) 8 - 12.6 10.4 - -
HCM Lane LOS A - B B - -
HCM 95th %tile Q(veh) 0.2 - 0.4 0.8 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 02/10/2023
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 107 107 13 144 241 80
Future Volume (Veh/h) 107 107 13 144 241 80
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Hourly flow rate (vph) 120 120 15 162 271 90
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 463 271 361
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 463 271 361
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 78 84 99
cM capacity (veh/h) 550 773 1209
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 80 160 177 271 90
Volume Left 80 40 15 0 0
Volume Right 0 120 0 0 90
cSH 550 702 1209 1700 1700
Volume to Capacity 0.15 0.23 0.01 0.16 0.05
Queue Length 95th (ft) 13 22 1 0 0
Control Delay (s) 12.7 11.6 0.8 0.0 0.0
Lane LOS B B A
Approach Delay (s) 12.0 0.8 0.0
Approach LOS B
Intersection Summary
Average Delay 3.9
Intersection Capacity Utilization 31.4% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 02/10/2023
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 1
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 117 0 0 124 0 0
Future Vol, veh/h 117 0 0 124 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 25 25 25 25 25 25
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 468 0 0 496 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 468 0 716 234
Stage 1 - - - - 468 -
Stage 2 - - - - 248 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1104 - 369 774
Stage 1 - - - - 602 -
Stage 2 - - - - 776 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1104 - 369 774
Mov Cap-2 Maneuver - - - - 369 -
Stage 1 - - - - 602 -
Stage 2 - - - - 776 -
Approach EB WB NB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) - - - 1104 -
HCM Lane V/C Ratio - - - - -
HCM Control Delay (s) 0 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) - - - 0 -
HCM 6th AWSC
102: Central Access & Lone Tree Plaza 02/10/2023
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 2
Intersection
Intersection Delay, s/veh 11
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 59 0 0 62 0 0 0 0 0 0 62
Future Vol, veh/h 58 59 0 0 62 0 0 0 0 0 0 62
Peak Hour Factor 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 232 236 0 0 248 0 0 0 0 0 0 248
Number of Lanes 0 2 0 0 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 12.6 8.6 0 10.4

HCM LOS B A - B

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 0% 75% 0% 0% 0% 0%
Vol Thru, % 100% 25% 100% 100% 100% 0%
Vol Right, % 0% 0% 0% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 78 39 31 31 62
LT Vol 0 58 0 0 0 0
Through Vol 0 20 39 31 31 0
RT Vol 0 0 0 0 0 62
Lane Flow Rate 0 311 157 124 124 248
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0 0.492 0.233 0.198 0.135 0.334
Departure Headway (Hd) 6.01 5.707 5.331 5.74 3.918 4.851 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 0 624 666 629 898 734
Service Time 4.017 3.505 3.128 3.44 1.718 2.929
HCM Lane V/C Ratio 0 0.498 0.236 0.197 0.138 0.338
HCM Control Delay 9 14 9.8 9.9 7.3 10.4
HCM Lane LOS N B A A A B
HCM 95th-tile Q 0 2.7 0.9 0.7 0.5 1.5
HCM 6th AWSC
103: East Access & Lone Tree Plaza 02/10/2023
Cumulative SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 SAT Synchro 11 Report MAR Page 3
Intersection
Intersection Delay, s/veh10.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 59 0 0 0 0 0 0 0 0 0 0 62
Future Vol, veh/h 59 0 0 0 0 0 0 0 0 0 0 62
Peak Hour Factor 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 236 0 0 0 0 0 0 0 0 0 0 248
Number of Lanes 0 2 0 1 1 0 1 1 0 0 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 11.5 0 0 9.2

HCM LOS B - - A

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 0% 0% 100% 0% 0% 0% 0% 0%
Vol Thru, % 100% 100% 0% 100% 100% 100% 100% 0%
Vol Right, % 0% 0% 0% 0% 0% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 0 0 59 0 0 0 0 62
LT Vol 0 0 59 0 0 0 0 0
Through Vol 0 0 0 0 0 0 0 0
RT Vol 0 0 0 0 0 0 0 62
Lane Flow Rate 0 0 236 0 0 0 0 248
Geometry Grp 7 7 7 7 7 7 7 7
Degree of Util (X) 0 0 0.366 0 0 0 0 0.31
Departure Headway (Hd) 5.437 5.437 5.576 5.073 5.342 5.342 5.204 4.499 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 0 0 644 0 0 0 0 801
Service Time 3.175 3.175 3.315 2.813 3.094 3.094 2.923 2.219 HCM Lane V/C Ratio 0 0 0.366 0 0 0 0 0.31
HCM Control Delay 8.2 8.2 11.5 7.8 8.1 8.1 7.9 9.2
HCM Lane LOS N N B N N N N A
HCM 95th-tile Q 0 0 1.7 0 0 0 0 1.3

Appendix H -
Cumulative (2040)
Plus Project
Conditions
HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 2
Intersection
Intersection Delay, s/veh 12.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 19 112 69 26 1 149 239 65 0 180 7
Future Vol, veh/h 2 19 112 69 26 1 149 239 65 0 180 7
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 0 6 2 2 0 0 0 1 1 0 1 14
Mvmt Flow 2 21 123 76 29 1 164 263 71 0 198 8
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 11.5 11.4 12.3 13.2

HCM LOS B B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 15% 0% 96% 100% 96%
Vol Right, % 0% 0% 100% 0% 85% 0% 4% 0% 4%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 149 239 65 2 131 69 27 0 187
LT Vol 149 0 0 2 0 69 0 0 0
Through Vol 0 239 0 0 19 0 26 0 180
RT Vol 0 0 65 0 112 0 1 0 7
Lane Flow Rate 164 263 71 2 144 76 30 0 205
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.296 0.44 0.106 0.005 0.258 0.159 0.058 0 0.374 Departure Headway (Hd) 6.515 6.028 5.321 7.457 6.446 7.572 7.003 6.561 6.551 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 550 596 671 478 554 472 509 0 547
Service Time 4.272 3.784 3.077 5.23 4.218 5.352 4.783 4.328 4.319 HCM Lane V/C Ratio 0.298 0.441 0.106 0.004 0.26 0.161 0.059 0 0.375 HCM Control Delay 12 13.5 8.7 10.3 11.5 11.8 10.2 9.3 13.2 HCM Lane LOS B B A B B B B N B
HCM 95th-tile Q 1.2 2.2 0.4 0 1 0.6 0.2 0 1.7
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 2 0 15 102 0 19 19 426 28 12 340 3 Future Volume (veh/h) 2 0 15 102 0 19 19 426 28 12 340 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1900 1885 1900 1870 1900 Adj Flow Rate, veh/h 2 0 17 115 0 21 21 479 31 13 382 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 0 0 1 0 0 0 0 1 0 2 0
Cap, veh/h 2 0 17 166 0 149 23 1111 72 14 1148 9
Arrive On Green 0.01 0.00 0.01 0.09 0.00 0.09 0.01 0.32 0.32 0.01 0.32 0.32 Sat Flow, veh/h 171 0 1458 1795 0 1610 1810 3442 222 1810 3613 28 Grp Volume(v), veh/h 19 0 0 115 0 21 21 251 259 13 188 197 Grp Sat Flow(s),veh/h/ln 1629 0 0 1795 0 1610 1810 1805 1860 1810 1777 1864 Q Serve(g_s), s 0.4 0.0 0.0 2.0 0.0 0.4 0.4 3.5 3.5 0.2 2.6 2.6 Cycle Q Clear(g_c), s 0.4 0.0 0.0 2.0 0.0 0.4 0.4 3.5 3.5 0.2 2.6 2.6 Prop In Lane 0.11 0.89 1.00 1.00 1.00 0.12 1.00 0.02
Lane Grp Cap(c), veh/h 19 0 0 166 0 149 23 583 600 14 565 593 V/C Ratio(X) 1.00 0.00 0.00 0.69 0.00 0.14 0.92 0.43 0.43 0.94 0.33 0.33 Avail Cap(c_a), veh/h 819 0 0 2087 0 1872 910 1928 1986 910 1898 1992 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 0.0 0.0 14.0 0.0 13.3 15.7 8.5 8.5 15.8 8.3 8.3 Incr Delay (d2), s/veh 59.8 0.0 0.0 1.9 0.0 0.2 35.6 0.7 0.7 55.2 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 0.7 0.0 0.1 0.4 1.0 1.1 0.3 0.7 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.5 0.0 0.0 16.0 0.0 13.4 51.3 9.2 9.2 71.0 8.8 8.7 LnGrp LOS F A A B A B D A A E A A
Approach Vol, veh/h 19 136 531 398
Approach Delay, s/veh 75.5 15.6 10.9 10.8
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.2 16.3 4.4 4.4 16.1 6.9
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.2 5.5 2.4 2.4 4.6 4.0
Green Ext Time (p_c), s 0.0 4.7 0.0 0.0 3.4 0.2
Intersection Summary
HCM 6th Ctrl Delay 12.6
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 218 722 23 77 632 200 49 80 23 510 236 111 Future Volume (vph) 218 722 23 77 632 200 49 80 23 510 236 111 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 5106 1770 5136 1553 1805 3385 3502 3610 1561 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 5106 1770 5136 1553 1805 3385 3502 3610 1561 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 242 802 26 86 702 222 54 89 26 567 262 123 RTOR Reduction (vph) 0 2 0 0 0 162 0 19 0 0 0 87
Lane Group Flow (vph) 242 826 0 86 702 60 54 96 0 567 262 36 Confl. Peds. (#/hr) 5 5 2 3 3 2
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 1% 1% 3% 2% 1% 2% 0% 2% 5% 0% 0% 2%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 21.2 40.4 11.4 30.1 30.1 7.6 12.3 27.1 32.3 32.3 Effective Green, g (s) 21.2 40.4 11.4 30.1 30.1 7.6 12.3 27.1 32.3 32.3 Actuated g/C Ratio 0.19 0.36 0.10 0.27 0.27 0.07 0.11 0.24 0.29 0.29 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 341 1858 181 1392 421 123 375 854 1050 454 v/s Ratio Prot c0.14 0.16 0.05 c0.14 0.03 0.03 c0.16 c0.07 v/s Ratio Perm 0.04 0.02
v/c Ratio 0.71 0.44 0.48 0.50 0.14 0.44 0.26 0.66 0.25 0.08 Uniform Delay, d1 42.0 26.8 47.0 34.2 30.7 49.7 45.2 37.8 30.1 28.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.6 0.4 2.0 0.6 0.3 2.5 0.8 2.6 0.3 0.2 Delay (s) 48.7 27.1 48.9 34.8 31.0 52.1 45.9 40.4 30.3 28.7 Level of Service D C D C C D D D C C
Approach Delay (s) 32.0 35.1 47.9 36.1
Approach LOS C D D D
Intersection Summary
HCM 2000 Control Delay 35.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 111.0 Sum of lost time (s) 20.3 Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 218 722 23 77 632 200 49 80 23 510 236 111 Future Volume (veh/h) 218 722 23 77 632 200 49 80 23 510 236 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1856 1870 1885 1870 1900 1870 1826 1900 1900 1870 Adj Flow Rate, veh/h 242 802 26 86 702 222 54 89 26 567 262 123 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 3 2 1 2 0 2 5 0 0 2
Cap, veh/h 289 1990 64 113 1472 445 71 240 67 804 1023 448 Arrive On Green 0.16 0.39 0.39 0.06 0.29 0.29 0.04 0.09 0.09 0.23 0.28 0.28 Sat Flow, veh/h 1795 5118 166 1781 5147 1555 1810 2733 767 3510 3610 1580 Grp Volume(v), veh/h 242 537 291 86 702 222 54 57 58 567 262 123 Grp Sat Flow(s),veh/h/ln 1795 1716 1852 1781 1716 1555 1810 1777 1723 1755 1805 1580 Q Serve(g_s), s 11.2 9.7 9.8 4.1 9.7 10.2 2.5 2.6 2.7 12.7 4.8 5.2 Cycle Q Clear(g_c), s 11.2 9.7 9.8 4.1 9.7 10.2 2.5 2.6 2.7 12.7 4.8 5.2 Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.44 1.00 1.00
Lane Grp Cap(c), veh/h 289 1334 720 113 1472 445 71 156 151 804 1023 448 V/C Ratio(X) 0.84 0.40 0.40 0.76 0.48 0.50 0.76 0.36 0.39 0.71 0.26 0.27 Avail Cap(c_a), veh/h 627 1599 863 623 2398 725 843 621 602 1636 1262 552 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 19.0 19.0 39.5 25.3 25.5 40.8 36.9 37.0 30.4 23.8 23.9 Incr Delay (d2), s/veh 6.4 0.4 0.8 9.9 0.5 1.8 15.1 3.0 3.4 2.4 0.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 3.8 4.2 2.1 3.9 3.9 1.4 1.2 1.3 5.5 2.0 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.4 19.4 19.8 49.4 25.9 27.4 55.9 39.9 40.4 32.9 24.1 24.6 LnGrp LOS D B B D C C E D D C C C
Approach Vol, veh/h 1070 1010 169 952
Approach Delay, s/veh 24.5 28.2 45.2 29.4
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.0 38.7 7.9 29.3 18.8 29.9 24.7 12.5 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 6.1 11.8 4.5 7.2 13.2 12.2 14.7 4.7 Green Ext Time (p_c), s 0.2 11.1 0.1 3.9 0.6 11.6 4.9 1.1 Intersection Summary
HCM 6th Ctrl Delay 28.2
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 19 1096 199 477 710 23 276 12 402 24 7 6 Future Volume (vph) 19 1096 199 477 710 23 276 12 402 24 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 4995 1805 5110 3467 1900 1565 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 4995 1805 5110 3467 1900 1565 1805 1768 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 20 1154 209 502 747 24 291 13 423 25 7 6 RTOR Reduction (vph) 0 20 0 0 2 0 0 0 371 0 6 0
Lane Group Flow (vph) 20 1343 0 502 769 0 291 13 52 25 7 0 Confl. Peds. (#/hr) 1 1 1 1 8 8
Confl. Bikes (#/hr) 7
Heavy Vehicles (%) 0% 1% 2% 0% 1% 0% 1% 0% 1% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 3.8 35.5 49.3 81.0 21.4 16.0 16.0 8.6 4.4 Effective Green, g (s) 3.8 35.5 49.3 81.0 21.4 16.0 16.0 8.6 4.4 Actuated g/C Ratio 0.03 0.27 0.38 0.62 0.16 0.12 0.12 0.07 0.03 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 52 1364 684 3183 570 233 192 119 59
v/s Ratio Prot 0.01 c0.27 c0.28 0.15 c0.08 0.01 0.01 0.00 v/s Ratio Perm c0.03
v/c Ratio 0.38 0.98 0.73 0.24 0.51 0.06 0.27 0.21 0.12
Uniform Delay, d1 62.0 47.0 34.7 10.9 49.5 50.3 51.7 57.5 60.9 Progression Factor 1.00 1.00 1.33 1.68 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.3 20.9 4.0 0.2 1.0 0.1 0.8 1.2 0.3 Delay (s) 68.3 67.9 50.1 18.5 50.6 50.4 52.5 58.7 61.3
Level of Service E E D B D D D E E
Approach Delay (s) 67.9 30.9 51.7 59.6
Approach LOS E C D E
Intersection Summary
HCM 2000 Control Delay 50.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 1096 199 477 710 23 276 12 402 24 7 6 Future Volume (veh/h) 19 1096 199 477 710 23 276 12 402 24 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 20 1154 192 502 747 24 291 13 119 25 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 64 1891 314 397 3126 100 276 217 179 147 118 101 Arrive On Green 0.04 0.43 0.43 0.44 1.00 1.00 0.08 0.11 0.11 0.08 0.13 0.13 Sat Flow, veh/h 1810 4432 737 1810 5122 164 3483 1900 1564 1810 935 802 Grp Volume(v), veh/h 20 893 453 502 500 271 291 13 119 25 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1738 1810 1716 1855 1742 1900 1564 1810 0 1737 Q Serve(g_s), s 1.4 26.2 26.3 28.5 0.0 0.0 10.3 0.8 6.3 1.7 0.0 0.9 Cycle Q Clear(g_c), s 1.4 26.2 26.3 28.5 0.0 0.0 10.3 0.8 6.3 1.7 0.0 0.9 Prop In Lane 1.00 0.42 1.00 0.09 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 64 1464 741 397 2094 1132 276 217 179 147 0 218 V/C Ratio(X) 0.31 0.61 0.61 1.27 0.24 0.24 1.05 0.06 0.67 0.17 0.00 0.06 Avail Cap(c_a), veh/h 125 1464 741 397 2094 1132 276 468 385 153 0 453 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.83 0.83 0.83 0.90 0.90 0.90 0.90 0.90 0.90 1.00 0.00 1.00 Uniform Delay (d), s/veh 61.1 28.9 28.9 36.5 0.0 0.0 59.8 51.3 24.3 55.6 0.0 50.1 Incr Delay (d2), s/veh 3.2 1.6 3.1 136.5 0.2 0.5 66.4 0.1 3.8 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 11.1 11.6 25.3 0.1 0.1 7.1 0.4 2.5 0.8 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.3 30.5 32.0 173.0 0.2 0.5 126.3 51.4 28.0 56.4 0.0 50.1 LnGrp LOS E C C F A A F D C E A D
Approach Vol, veh/h 1366 1273 423 38
Approach Delay, s/veh 31.5 68.4 96.3 54.2
Approach LOS C E F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 33.0 61.3 14.8 20.9 9.1 85.1 15.1 20.7 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 28.5 37.9 10.3 33.9 9.0 57.4 11.0 32.0 Max Q Clear Time (g_c+I1), s 30.5 28.3 12.3 2.9 3.4 2.0 3.7 8.3 Green Ext Time (p_c), s 0.0 8.4 0.0 0.0 0.0 16.5 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 55.8
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 1440 105 708 1062 325 128 95 512 325 110 52 Future Volume (vph) 55 1440 105 708 1062 325 128 95 512 325 110 52 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.90 0.85 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1593 3502 5136 1592 3502 1598 1515 3467 1788 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1593 3502 5136 1592 3502 1598 1515 3467 1788 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 58 1516 111 745 1118 342 135 100 539 342 116 55 RTOR Reduction (vph) 0 0 71 0 0 184 0 61 207 0 14 0
Lane Group Flow (vph) 58 1516 40 745 1118 158 135 265 106 342 157 0 Confl. Peds. (#/hr) 2 2 1 1 1 1
Confl. Bikes (#/hr) 3 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 0% 1% 0% 1% 1% 0%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 7.2 47.2 47.2 19.9 59.9 59.9 24.7 24.7 24.7 17.2 17.2 Effective Green, g (s) 7.2 47.2 47.2 19.9 59.9 59.9 24.7 24.7 24.7 17.2 17.2 Actuated g/C Ratio 0.06 0.36 0.36 0.15 0.46 0.46 0.19 0.19 0.19 0.13 0.13 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 193 1864 578 536 2366 733 665 303 287 458 236 v/s Ratio Prot 0.02 c0.30 c0.21 0.22 0.04 c0.17 c0.10 0.09 v/s Ratio Perm 0.03 0.10 0.07
v/c Ratio 0.30 0.81 0.07 1.39 0.47 0.21 0.20 0.88 0.37 0.75 0.67 Uniform Delay, d1 59.0 37.4 27.1 55.1 24.2 21.0 44.4 51.2 45.9 54.3 53.7 Progression Factor 1.24 0.37 0.11 0.73 1.00 1.99 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 2.5 0.1 183.5 0.5 0.5 0.1 22.7 0.3 5.7 5.4 Delay (s) 73.2 16.3 3.1 223.6 24.6 42.2 44.4 73.9 46.2 60.0 59.1 Level of Service E B A F C D D E D E E
Approach Delay (s) 17.4 94.6 57.5 59.7
Approach LOS B F E E
Intersection Summary
HCM 2000 Control Delay 60.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.92
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 91.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 1440 105 708 1062 325 128 95 512 325 110 52 Future Volume (veh/h) 55 1440 105 708 1062 325 128 95 512 325 110 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1885 1900 1885 1885 1900 Adj Flow Rate, veh/h 58 1516 36 745 1118 148 135 264 210 342 116 55 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 0 0 1 0 0 1 0 1 1 0
Cap, veh/h 213 2151 663 513 2590 809 563 293 250 414 143 68 Arrive On Green 0.12 0.84 0.84 0.29 1.00 1.00 0.16 0.16 0.16 0.12 0.12 0.12 Sat Flow, veh/h 3510 5147 1586 3510 5147 1608 3619 1885 1607 3483 1202 570 Grp Volume(v), veh/h 58 1516 36 745 1118 148 135 264 210 342 0 171 Grp Sat Flow(s),veh/h/ln 1755 1716 1586 1755 1716 1608 1810 1885 1607 1742 0 1771 Q Serve(g_s), s 2.0 15.3 0.5 19.0 0.0 0.0 4.3 17.9 16.5 12.5 0.0 12.2 Cycle Q Clear(g_c), s 2.0 15.3 0.5 19.0 0.0 0.0 4.3 17.9 16.5 12.5 0.0 12.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.32
Lane Grp Cap(c), veh/h 213 2151 663 513 2590 809 563 293 250 414 0 210 V/C Ratio(X) 0.27 0.70 0.05 1.45 0.43 0.18 0.24 0.90 0.84 0.83 0.00 0.81 Avail Cap(c_a), veh/h 513 2151 663 513 2590 809 596 310 265 573 0 292 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.38 0.38 0.38 0.65 0.65 0.65 1.00 1.00 1.00 0.98 0.00 0.98 Uniform Delay (d), s/veh 54.5 7.5 6.3 46.0 0.0 0.0 48.1 53.9 53.3 56.0 0.0 55.9 Incr Delay (d2), s/veh 0.1 0.8 0.1 210.5 0.3 0.3 0.1 25.5 18.6 4.9 0.0 8.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 3.0 0.2 22.2 0.1 0.1 1.9 10.5 8.0 5.8 0.0 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.6 8.2 6.3 256.5 0.3 0.3 48.2 79.4 71.9 60.9 0.0 63.8 LnGrp LOS D A A F A A D E E E A E
Approach Vol, veh/h 1610 2011 609 513
Approach Delay, s/veh 9.9 95.2 69.9 61.9
Approach LOS A F E E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 23.0 61.1 20.5 11.9 72.2 25.3
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 19.0 47.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 21.0 17.3 14.5 4.0 2.0 19.9 Green Ext Time (p_c), s 0.0 18.6 0.9 0.1 16.8 0.3
Intersection Summary
HCM 6th Ctrl Delay 59.4
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1760 657 148 1678 0 0 0 0 928 2 570 Future Volume (vph) 0 1760 657 148 1678 0 0 0 0 928 2 570 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1577 3502 5187 1698 1702 1599
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1577 3502 5187 1698 1702 1599
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 1853 692 156 1766 0 0 0 0 977 2 600
RTOR Reduction (vph) 0 0 369 0 0 0 0 0 0 0 0 41
Lane Group Flow (vph) 0 1853 323 156 1766 0 0 0 0 488 491 559 Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 4 1
Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% 0% 0% 0% 1% 0% 1%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 60.7 60.7 8.8 74.2 45.3 45.3 45.3 Effective Green, g (s) 60.7 60.7 8.8 74.2 45.3 45.3 45.3 Actuated g/C Ratio 0.47 0.47 0.07 0.57 0.35 0.35 0.35
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2398 736 237 2960 591 593 557
v/s Ratio Prot c0.36 0.04 c0.34
v/s Ratio Perm 0.20 0.29 0.29 c0.35
v/c Ratio 0.77 0.44 0.66 0.60 0.83 0.83 1.00
Uniform Delay, d1 28.9 23.2 59.1 18.2 38.7 38.8 42.4
Progression Factor 1.74 10.34 1.02 0.74 1.00 1.00 1.00
Incremental Delay, d2 1.7 1.3 4.6 0.8 8.8 8.9 39.0
Delay (s) 52.0 241.5 64.9 14.3 47.5 47.6 81.3
Level of Service D F E B D D F
Approach Delay (s) 103.5 18.4 0.0 60.4
Approach LOS F B A E
Intersection Summary
HCM 2000 Control Delay 65.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1760 657 148 1678 0 0 0 0 928 2 570 Future Volume (veh/h) 0 1760 657 148 1678 0 0 0 0 928 2 570 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1900 1900 0 1885 1900 1885 Adj Flow Rate, veh/h 0 1853 267 156 1766 0 978 0 557
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 0 0 0 1 0 1
Cap, veh/h 0 2447 749 208 2961 0 1251 0 557
Arrive On Green 0.00 0.95 0.95 0.06 0.57 0.00 0.35 0.00 0.35 Sat Flow, veh/h 0 5316 1575 3510 5358 0 3591 0 1598
Grp Volume(v), veh/h 0 1853 267 156 1766 0 978 0 557
Grp Sat Flow(s),veh/h/ln 0 1716 1575 1755 1729 0 1795 0 1598 Q Serve(g_s), s 0.0 8.2 1.6 5.7 28.8 0.0 31.7 0.0 45.3
Cycle Q Clear(g_c), s 0.0 8.2 1.6 5.7 28.8 0.0 31.7 0.0 45.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2447 749 208 2961 0 1251 0 557 V/C Ratio(X) 0.00 0.76 0.36 0.75 0.60 0.00 0.78 0.00 1.00 Avail Cap(c_a), veh/h 0 2447 749 980 2961 0 1251 0 557
HCM Platoon Ratio 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.54 0.54 0.89 0.89 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 1.9 1.7 60.2 18.2 0.0 37.9 0.0 42.4 Incr Delay (d2), s/veh 0.0 1.2 0.7 1.8 0.8 0.0 3.0 0.0 38.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.2 0.6 2.6 11.5 0.0 14.4 0.0 23.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 3.1 2.4 62.1 19.0 0.0 40.9 0.0 80.6 LnGrp LOS A A A E B A D A F
Approach Vol, veh/h 2120 1922 1535
Approach Delay, s/veh 3.0 22.5 55.3
Approach LOS A C E
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.4 67.6 50.0 80.0
Change Period (Y+Rc), s * 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 36 33.2 * 45 73.2
Max Q Clear Time (g_c+I1), s 7.7 10.2 47.3 30.8
Green Ext Time (p_c), s 0.0 3.5 0.0 3.5
Intersection Summary
HCM 6th Ctrl Delay 24.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2237 474 42 1144 737 643 18 190 0 0 0 Future Volume (vph) 0 2237 474 42 1144 737 643 18 190 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1569 3467 5136 1560 1698 1707 1587 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1569 3467 5136 1560 1698 1707 1587 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2306 489 43 1179 760 663 19 196 0 0 0 RTOR Reduction (vph) 0 0 90 0 0 243 0 0 150 0 0 0
Lane Group Flow (vph) 0 2306 399 43 1179 517 338 344 46 0 0 0 Confl. Peds. (#/hr) 7 3 3 7 5 5
Confl. Bikes (#/hr) 8
Heavy Vehicles (%) 0% 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 78.8 78.8 4.8 87.3 87.3 30.8 30.8 30.8 Effective Green, g (s) 78.8 78.8 4.8 87.3 87.3 30.8 30.8 30.8 Actuated g/C Ratio 0.61 0.61 0.04 0.67 0.67 0.24 0.24 0.24 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 3113 951 128 3449 1047 402 404 375
v/s Ratio Prot c0.45 0.01 0.23
v/s Ratio Perm 0.25 c0.33 0.20 0.20 0.03
v/c Ratio 0.74 0.42 0.34 0.34 0.49 0.84 0.85 0.12
Uniform Delay, d1 18.3 13.5 61.0 9.1 10.5 47.3 47.4 39.0 Progression Factor 0.82 0.82 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 0.8 0.6 0.3 1.7 14.1 15.2 0.1 Delay (s) 15.9 11.8 61.6 9.4 12.2 61.3 62.6 39.0
Level of Service B B E A B E E D
Approach Delay (s) 15.2 11.6 56.9 0.0
Approach LOS B B E A
Intersection Summary
HCM 2000 Control Delay 20.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.6 Intersection Capacity Utilization 76.5% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2237 474 42 1144 737 643 18 190 0 0 0 Future Volume (veh/h) 0 2237 474 42 1144 737 643 18 190 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 1885 1885 1900 1900 Adj Flow Rate, veh/h 0 2306 312 43 1179 560 677 0 14
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 1 1 0 0
Cap, veh/h 0 3233 976 127 3606 1116 746 0 332
Arrive On Green 0.00 0.84 0.84 0.04 0.70 0.70 0.21 0.00 0.21 Sat Flow, veh/h 0 5316 1554 3483 5147 1593 3591 0 1599
Grp Volume(v), veh/h 0 2306 312 43 1179 560 677 0 14
Grp Sat Flow(s),veh/h/ln 0 1716 1554 1742 1716 1593 1795 0 1599 Q Serve(g_s), s 0.0 23.7 5.9 1.6 11.6 21.1 23.9 0.0 0.9 Cycle Q Clear(g_c), s 0.0 23.7 5.9 1.6 11.6 21.1 23.9 0.0 0.9 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3233 976 127 3606 1116 746 0 332 V/C Ratio(X) 0.00 0.71 0.32 0.34 0.33 0.50 0.91 0.00 0.04 Avail Cap(c_a), veh/h 0 3233 976 597 3606 1116 1323 0 589 HCM Platoon Ratio 1.00 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.53 0.53 0.49 0.49 0.49 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.9 4.5 61.1 7.6 9.0 50.3 0.0 41.2 Incr Delay (d2), s/veh 0.0 0.7 0.5 0.3 0.1 0.8 2.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 4.7 1.7 0.7 4.1 7.1 11.0 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 6.7 4.9 61.4 7.7 9.8 52.6 0.0 41.2 LnGrp LOS A A A E A A D A D
Approach Vol, veh/h 2618 1782 691
Approach Delay, s/veh 6.5 9.6 52.3
Approach LOS A A D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.4 88.5 97.9 32.1
Change Period (Y+Rc), s * 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 22 * 43 70.2 47.9
Max Q Clear Time (g_c+I1), s 3.6 25.7 23.1 25.9
Green Ext Time (p_c), s 0.0 4.8 1.8 0.1
Intersection Summary
HCM 6th Ctrl Delay 13.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 323 1164 413 168 1286 60 374 125 136 247 486 288 Future Volume (vph) 323 1164 413 168 1286 60 374 125 136 247 486 288 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.92 1.00 0.94
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1586 3502 5136 1615 3467 3228 3502 3377 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1586 3502 5136 1615 3467 3228 3502 3377 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 336 1212 430 175 1340 62 390 130 142 257 506 300 RTOR Reduction (vph) 0 0 215 0 0 43 0 104 0 0 62 0
Lane Group Flow (vph) 336 1213 215 175 1340 20 390 168 0 257 744 0 Confl. Peds. (#/hr) 2 2 3 6 6 3
Confl. Bikes (#/hr) 6 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 1% 1% 3% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 17.5 50.0 50.0 11.7 43.9 43.9 18.6 36.6 14.5 33.5 Effective Green, g (s) 17.5 50.0 50.0 11.7 43.9 43.9 18.6 36.6 14.5 33.5 Actuated g/C Ratio 0.13 0.37 0.37 0.09 0.32 0.32 0.14 0.27 0.11 0.25 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 453 1899 586 303 1667 524 476 873 375 836 v/s Ratio Prot c0.10 c0.24 0.05 c0.26 c0.11 0.05 0.07 c0.22 v/s Ratio Perm 0.14 0.01
v/c Ratio 0.74 0.64 0.37 0.58 0.80 0.04 0.82 0.19 0.69 0.89 Uniform Delay, d1 56.7 35.1 31.1 59.4 41.7 31.2 56.7 37.9 58.2 49.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.7 0.8 0.5 1.7 3.1 0.0 10.0 0.1 4.1 11.4 Delay (s) 64.4 36.0 31.6 61.0 44.8 31.3 66.7 38.1 62.3 60.5 Level of Service E D C E D C E D E E
Approach Delay (s) 39.8 46.1 54.9 60.9
Approach LOS D D D E
Intersection Summary
HCM 2000 Control Delay 47.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 135.2 Sum of lost time (s) 22.7 Intersection Capacity Utilization 86.4% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 323 1164 413 168 1286 60 374 125 136 247 486 288 Future Volume (veh/h) 323 1164 413 168 1286 60 374 125 136 247 486 288 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1885 1885 1856 1900 1900 1885 Adj Flow Rate, veh/h 336 1212 430 175 1340 62 390 130 142 257 506 300 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 0 0 1 0 1 1 3 0 0 1
Cap, veh/h 407 1830 563 298 1658 518 447 527 461 325 563 333 Arrive On Green 0.12 0.36 0.36 0.08 0.32 0.32 0.13 0.29 0.29 0.09 0.26 0.26 Sat Flow, veh/h 3510 5147 1582 3510 5147 1607 3483 1791 1568 3510 2176 1286 Grp Volume(v), veh/h 336 1212 430 175 1340 62 390 130 142 257 419 387 Grp Sat Flow(s),veh/h/ln 1755 1716 1582 1755 1716 1607 1742 1791 1568 1755 1805 1658 Q Serve(g_s), s 12.1 25.7 31.2 6.2 30.9 3.5 14.2 7.2 9.1 9.3 29.1 29.2 Cycle Q Clear(g_c), s 12.1 25.7 31.2 6.2 30.9 3.5 14.2 7.2 9.1 9.3 29.1 29.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.78
Lane Grp Cap(c), veh/h 407 1830 563 298 1658 518 447 527 461 325 467 429 V/C Ratio(X) 0.83 0.66 0.76 0.59 0.81 0.12 0.87 0.25 0.31 0.79 0.90 0.90 Avail Cap(c_a), veh/h 493 2038 626 336 1795 561 565 554 485 455 514 472 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.0 35.2 36.9 57.1 40.2 31.0 55.4 34.8 35.5 57.5 46.4 46.5 Incr Delay (d2), s/veh 12.0 0.8 5.6 1.0 2.9 0.1 10.1 0.3 0.5 4.0 16.6 18.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 10.9 12.9 2.8 13.4 1.4 6.9 3.2 3.6 4.3 15.2 14.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.0 36.0 42.5 58.1 43.1 31.1 65.5 35.1 36.0 61.5 63.0 64.7 LnGrp LOS E D D E D C E D D E E E
Approach Vol, veh/h 1978 1577 662 1063
Approach Delay, s/veh 42.9 44.3 53.2 63.3
Approach LOS D D D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.5 52.9 20.6 39.6 20.8 48.5 16.0 44.2 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 12.4 51.3 21.0 * 37 * 18 45.2 16.8 40.1 Max Q Clear Time (g_c+I1), s 8.2 33.2 16.2 31.2 14.1 32.9 11.3 11.1 Green Ext Time (p_c), s 0.1 12.6 0.4 1.9 0.9 8.8 0.2 2.4 Intersection Summary
HCM 6th Ctrl Delay 48.7
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 497 971 116 113 985 213 188 193 48 456 658 218 Future Volume (vph) 497 971 116 113 985 213 188 193 48 456 658 218 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3429 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3429 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 512 1001 120 116 1015 220 194 199 49 470 678 225 RTOR Reduction (vph) 0 0 74 0 0 166 0 0 42 0 24 0
Lane Group Flow (vph) 512 1001 46 116 1015 54 194 199 7 470 879 0 Confl. Peds. (#/hr) 3 2 2 3 2 1 1 2
Confl. Bikes (#/hr) 4
Heavy Vehicles (%) 0% 1% 1% 1% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 31.1 50.2 50.2 12.8 31.9 31.9 18.1 18.1 18.1 28.2 28.2 Effective Green, g (s) 31.1 50.2 50.2 12.8 31.9 31.9 18.1 18.1 18.1 28.2 28.2 Actuated g/C Ratio 0.24 0.39 0.39 0.10 0.25 0.25 0.14 0.14 0.14 0.22 0.22 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 431 1983 607 175 1260 390 482 264 221 759 743 v/s Ratio Prot c0.28 0.19 0.06 c0.20 0.06 c0.10 0.13 c0.26 v/s Ratio Perm 0.03 0.03 0.00
v/c Ratio 1.19 0.50 0.08 0.66 0.81 0.14 0.40 0.75 0.03 0.62 1.18 Uniform Delay, d1 49.4 30.4 25.2 56.5 46.1 38.3 51.0 53.8 48.4 46.0 50.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 105.7 0.9 0.2 7.1 5.6 0.7 0.8 12.2 0.1 1.7 95.7 Delay (s) 155.1 31.3 25.5 63.6 51.7 39.1 51.8 66.0 48.4 47.8 146.6 Level of Service F C C E D D D E D D F
Approach Delay (s) 69.7 50.7 57.8 112.8
Approach LOS E D E F
Intersection Summary
HCM 2000 Control Delay 75.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.00
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 106.1% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 497 971 116 113 985 213 188 193 48 456 658 218 Future Volume (veh/h) 497 971 116 113 985 213 188 193 48 456 658 218 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 512 1001 120 116 1015 220 194 199 49 470 678 225 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 0 1 0 0 0 1 1
Cap, veh/h 404 2201 672 141 1456 454 446 243 205 726 546 181 Arrive On Green 0.22 0.43 0.43 0.08 0.28 0.28 0.13 0.13 0.13 0.21 0.21 0.21 Sat Flow, veh/h 1810 5147 1572 1795 5147 1605 3483 1900 1603 3510 2640 876 Grp Volume(v), veh/h 512 1001 120 116 1015 220 194 199 49 470 460 443 Grp Sat Flow(s),veh/h/ln 1810 1716 1572 1795 1716 1605 1742 1900 1603 1755 1791 1725 Q Serve(g_s), s 29.0 18.0 6.2 8.3 22.9 14.8 6.7 13.3 3.6 15.9 26.9 26.9 Cycle Q Clear(g_c), s 29.0 18.0 6.2 8.3 22.9 14.8 6.7 13.3 3.6 15.9 26.9 26.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.51
Lane Grp Cap(c), veh/h 404 2201 672 141 1456 454 446 243 205 726 371 357 V/C Ratio(X) 1.27 0.45 0.18 0.82 0.70 0.48 0.44 0.82 0.24 0.65 1.24 1.24 Avail Cap(c_a), veh/h 404 2201 672 220 1456 454 541 295 249 726 371 357 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.72 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.5 26.4 23.1 59.0 41.6 38.7 52.3 55.2 51.0 47.2 51.5 51.6 Incr Delay (d2), s/veh 134.4 0.5 0.4 7.3 2.8 3.7 1.0 15.4 0.8 2.3 129.4 130.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 28.1 7.5 2.4 4.1 10.1 6.3 3.0 7.4 1.5 7.2 25.3 24.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 184.9 26.9 23.5 66.3 44.4 42.4 53.3 70.6 51.8 49.5 181.0 181.9 LnGrp LOS F C C E D D D E D D F F
Approach Vol, veh/h 1633 1351 442 1373
Approach Delay, s/veh 76.2 46.0 60.9 136.3
Approach LOS E D E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.2 61.4 32.0 33.0 42.6 22.4
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 15.9 46.3 26.9 29.0 33.2 20.2 Max Q Clear Time (g_c+I1), s 10.3 20.0 28.9 31.0 24.9 15.3 Green Ext Time (p_c), s 0.1 11.6 0.0 0.0 5.6 1.2
Intersection Summary
HCM 6th Ctrl Delay 83.5
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 25 225 457 26 163 494
Future Volume (veh/h) 25 225 457 26 163 494
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1870 1900 1885 1885
Adj Flow Rate, veh/h 27 245 497 28 177 537
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 2 0 1 1
Cap, veh/h 361 321 1086 61 233 2024
Arrive On Green 0.20 0.20 0.32 0.32 0.13 0.57
Sat Flow, veh/h 1810 1610 3514 192 1795 3676
Grp Volume(v), veh/h 27 245 258 267 177 537
Grp Sat Flow(s),veh/h/ln 1810 1610 1777 1836 1795 1791
Q Serve(g_s), s 0.4 4.9 3.9 4.0 3.2 2.6
Cycle Q Clear(g_c), s 0.4 4.9 3.9 4.0 3.2 2.6
Prop In Lane 1.00 1.00 0.10 1.00
Lane Grp Cap(c), veh/h 361 321 564 583 233 2024
V/C Ratio(X) 0.07 0.76 0.46 0.46 0.76 0.27
Avail Cap(c_a), veh/h 1971 1754 1778 1837 1057 3163
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 11.1 12.8 9.3 9.3 14.3 3.8
Incr Delay (d2), s/veh 0.0 1.4 0.8 0.8 1.9 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 1.5 1.2 1.2 1.2 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.1 14.3 10.1 10.1 16.2 3.9
LnGrp LOS B B B B B A
Approach Vol, veh/h 272 525 714
Approach Delay, s/veh 13.9 10.1 6.9
Approach LOS B B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.4 14.8 23.2 10.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 5.2 6.0 4.6 6.9
Green Ext Time (p_c), s 0.2 4.8 5.3 0.5
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 21
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 163 335 0 138 188 302 216
Future Volume (vph) 163 335 0 138 188 302 216
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.91 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3246 1805 3610
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3246 1805 3610
Peak-hour factor, PHF 0.87 0.87 0.92 0.87 0.87 0.87 0.87 Adj. Flow (vph) 187 385 0 159 216 347 248
RTOR Reduction (vph) 0 322 0 122 0 0 0
Lane Group Flow (vph) 187 63 0 253 0 347 248
Confl. Peds. (#/hr) 1 1 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 0% 0%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 12.9 12.9 34.4 19.9 58.3
Effective Green, g (s) 12.9 12.9 34.4 19.9 58.3
Actuated g/C Ratio 0.16 0.16 0.43 0.25 0.74
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 288 263 1409 453 2657
v/s Ratio Prot c0.11 c0.08 c0.19 0.07
v/s Ratio Perm 0.04
v/c Ratio 0.65 0.24 0.18 0.77 0.09
Uniform Delay, d1 31.0 28.9 13.7 27.5 3.0
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 3.8 0.2 0.3 6.8 0.1
Delay (s) 34.8 29.0 14.0 34.3 3.0
Level of Service C C B C A
Approach Delay (s) 30.9 14.0 21.3
Approach LOS C B C
Intersection Summary
HCM 2000 Control Delay 23.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.44
Actuated Cycle Length (s) 79.2 Sum of lost time (s) 12.0 Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/21/2022 Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 24
Intersection
Int Delay, s/veh 3.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 71 175 60 244 191 171
Future Vol, veh/h 71 175 60 244 191 171
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 1 0 0 4 0 1
Mvmt Flow 80 197 67 274 215 192
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 487 216 408 0 - 0
Stage 1 216 - - - - -
Stage 2 271 - - - - -
Critical Hdwy 6.615 6.2 4.1 - - -
Critical Hdwy Stg 1 5.415 - - - - -
Critical Hdwy Stg 2 5.815 - - - - -
Follow-up Hdwy 3.5095 3.3 2.2 - - -
Pot Cap-1 Maneuver 527 829 1162 - - -
Stage 1 822 - - - - -
Stage 2 753 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 495 828 1161 - - -
Mov Cap-2 Maneuver 495 - - - - -
Stage 1 774 - - - - -
Stage 2 752 - - - - -
Approach EB NB SB
HCM Control Delay, s 11.6 1.6 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1161 - 495 828 - -
HCM Lane V/C Ratio 0.058 - 0.161 0.237 - -
HCM Control Delay (s) 8.3 - 13.7 10.7 - -
HCM Lane LOS A - B B - -
HCM 95th %tile Q(veh) 0.2 - 0.6 0.9 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 02/10/2023
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 123 123 13 192 280 81
Future Volume (Veh/h) 123 123 13 192 280 81
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Hourly flow rate (vph) 138 138 15 216 315 91
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 561 315 406
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 561 315 406
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 71 81 99
cM capacity (veh/h) 483 730 1164
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 92 184 231 315 91
Volume Left 92 46 15 0 0
Volume Right 0 138 0 0 91
cSH 483 647 1164 1700 1700
Volume to Capacity 0.19 0.28 0.01 0.19 0.05
Queue Length 95th (ft) 17 29 1 0 0
Control Delay (s) 14.2 12.8 0.6 0.0 0.0
Lane LOS B B A
Approach Delay (s) 13.2 0.6 0.0
Approach LOS B
Intersection Summary
Average Delay 4.2
Intersection Capacity Utilization 34.8% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 29
Intersection
Int Delay, s/veh 1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 409 35 0 466 40 28
Future Vol, veh/h 409 35 0 466 40 28
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 470 40 0 536 46 32
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 510 0 758 255
Stage 1 - - - - 490 -
Stage 2 - - - - 268 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1065 - 347 750
Stage 1 - - - - 587 -
Stage 2 - - - - 759 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1065 - 347 750
Mov Cap-2 Maneuver - - - - 347 -
Stage 1 - - - - 587 -
Stage 2 - - - - 759 -
Approach EB WB NB
HCM Control Delay, s 0 0 14.8

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 446 - - 1065 -
HCM Lane V/C Ratio 0.175 - - - -
HCM Control Delay (s) 14.8 - - 0 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.6 - - 0 -
HCM 6th AWSC
102: Central Access & Lone Tree Plaza 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 31
Intersection
Intersection Delay, s/veh 13.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 46 227 164 0 175 0 236 0 83 0 0 55
Future Vol, veh/h 46 227 164 0 175 0 236 0 83 0 0 55
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 53 261 189 0 201 0 271 0 95 0 0 63
Number of Lanes 0 2 0 0 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 13.2 9.6 16.3 9.5

HCM LOS B A C A

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 74% 29% 0% 0% 0% 0%
Vol Thru, % 0% 71% 41% 100% 100% 0%
Vol Right, % 26% 0% 59% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 319 160 278 88 88 55
LT Vol 236 46 0 0 0 0
Through Vol 0 114 114 88 88 0
RT Vol 83 0 164 0 0 55
Lane Flow Rate 367 183 319 101 101 63
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.579 0.317 0.501 0.182 0.134 0.101
Departure Headway (Hd) 5.689 6.225 5.657 6.527 4.791 5.755 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 634 576 635 548 743 618
Service Time 3.738 3.975 3.408 4.29 2.553 3.83
HCM Lane V/C Ratio 0.579 0.318 0.502 0.184 0.136 0.102
HCM Control Delay 16.3 11.9 14 10.8 8.3 9.5
HCM Lane LOS C B B B A A
HCM 95th-tile Q 3.7 1.4 2.8 0.7 0.5 0.3
HCM 6th AWSC
103: East Access & Lone Tree Plaza 12/21/2022
Cumulative + Project PM Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 33
Intersection
Intersection Delay, s/veh 11.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 158 0 151 0 0 0 119 168 0 0 248 56
Future Vol, veh/h 158 0 151 0 0 0 119 168 0 0 248 56
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 182 0 174 0 0 0 137 193 0 0 285 64
Number of Lanes 0 2 0 1 1 0 1 1 0 0 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 11.8 0 11.6 11.1

HCM LOS B - B B

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2
Vol Left, % 100% 0% 100% 0% 0% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 100% 100% 100% 60%
Vol Right, % 0% 0% 0% 100% 0% 0% 0% 40%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 119 168 158 151 0 0 165 139
LT Vol 119 0 158 0 0 0 0 0
Through Vol 0 168 0 0 0 0 165 83
RT Vol 0 0 0 151 0 0 0 56
Lane Flow Rate 137 193 182 174 0 0 190 159
Geometry Grp 7 7 7 7 7 7 7 7
Degree of Util (X) 0.249 0.325 0.343 0.269 0 0 0.319 0.255 Departure Headway (Hd) 6.559 6.051 6.795 5.582 6.975 6.975 6.05 5.763 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 547 595 530 644 0 0 595 623
Service Time 4.297 3.789 4.532 3.318 4.733 4.733 3.789 3.502 HCM Lane V/C Ratio 0.25 0.324 0.343 0.27 0 0 0.319 0.255 HCM Control Delay 11.5 11.7 13.1 10.4 9.7 9.7 11.6 10.5 HCM Lane LOS B B B B N N B B
HCM 95th-tile Q 1 1.4 1.5 1.1 0 0 1.4 1
HCM 6th AWSC
1: Canada Valley Road & Country Hills Drive 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 2
Intersection
Intersection Delay, s/veh 13.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 16 106 82 12 5 141 221 95 1 261 7
Future Vol, veh/h 4 16 106 82 12 5 141 221 95 1 261 7
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 0 6 2 2 0 0 0 1 1 0 1 14
Mvmt Flow 4 18 116 90 13 5 155 243 104 1 287 8
Number of Lanes 1 1 0 1 1 0 1 1 1 1 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 3 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3 2 2 2
HCM Control Delay 11.9 12.2 12.4 17

HCM LOS B B B C

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 100% 0% 100% 0%
Vol Thru, % 0% 100% 0% 0% 13% 0% 71% 0% 97%
Vol Right, % 0% 0% 100% 0% 87% 0% 29% 0% 3%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 141 221 95 4 122 82 17 1 268
LT Vol 141 0 0 4 0 82 0 1 0
Through Vol 0 221 0 0 16 0 12 0 261
RT Vol 0 0 95 0 106 0 5 0 7
Lane Flow Rate 155 243 104 4 134 90 19 1 295
Geometry Grp 8 8 8 8 8 8 8 8 8
Degree of Util (X) 0.292 0.425 0.162 0.01 0.255 0.199 0.037 0.002 0.541 Departure Headway (Hd) 6.792 6.303 5.595 7.875 6.853 7.957 7.206 7.12 6.613 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes
Cap 525 566 635 457 527 453 499 499 542
Service Time 4.582 4.093 3.384 5.575 4.553 5.666 4.914 4.917 4.409 HCM Lane V/C Ratio 0.295 0.429 0.164 0.009 0.254 0.199 0.038 0.002 0.544 HCM Control Delay 12.4 13.7 9.5 10.7 11.9 12.6 10.2 9.9 17 HCM Lane LOS B B A B B B B A C
HCM 95th-tile Q 1.2 2.1 0.6 0 1 0.7 0.1 0 3.2
HCM 6th Signalized Intersection Summary
2: Canada Valley Road & Bella Rose/Lowes 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 1 8 251 1 36 41 388 74 13 377 6 Future Volume (veh/h) 5 1 8 251 1 36 41 388 74 13 377 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1885 1900 1900 1900 1900 1885 1900 1870 1900 Adj Flow Rate, veh/h 6 1 9 282 1 40 46 436 83 15 424 7
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 0 0 1 0 0 0 0 1 0 2 0
Cap, veh/h 6 1 9 373 8 327 55 909 172 16 997 16
Arrive On Green 0.01 0.01 0.01 0.21 0.21 0.21 0.03 0.30 0.30 0.01 0.28 0.28 Sat Flow, veh/h 636 106 954 1795 39 1577 1810 3028 572 1810 3576 59 Grp Volume(v), veh/h 16 0 0 282 0 41 46 259 260 15 210 221 Grp Sat Flow(s),veh/h/ln 1696 0 0 1795 0 1616 1810 1805 1796 1810 1777 1858 Q Serve(g_s), s 0.4 0.0 0.0 5.6 0.0 0.8 1.0 4.4 4.5 0.3 3.7 3.7 Cycle Q Clear(g_c), s 0.4 0.0 0.0 5.6 0.0 0.8 1.0 4.4 4.5 0.3 3.7 3.7 Prop In Lane 0.37 0.56 1.00 0.98 1.00 0.32 1.00 0.03
Lane Grp Cap(c), veh/h 16 0 0 373 0 336 55 542 539 16 495 518 V/C Ratio(X) 0.97 0.00 0.00 0.76 0.00 0.12 0.84 0.48 0.48 0.93 0.42 0.43 Avail Cap(c_a), veh/h 714 0 0 1747 0 1573 762 1614 1606 762 1589 1662 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.8 0.0 0.0 14.2 0.0 12.2 18.3 10.9 10.9 18.8 11.2 11.2 Incr Delay (d2), s/veh 56.0 0.0 0.0 1.2 0.0 0.1 11.9 0.9 1.0 46.9 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 2.0 0.0 0.2 0.5 1.5 1.5 0.3 1.2 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.8 0.0 0.0 15.3 0.0 12.3 30.2 11.8 11.8 65.7 12.0 12.0 LnGrp LOS E A A B A B C B B E B B
Approach Vol, veh/h 16 323 565 446
Approach Delay, s/veh 74.8 15.0 13.3 13.8
Approach LOS E B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.3 17.4 4.4 5.2 16.6 11.9
Change Period (Y+Rc), s 4.0 6.0 4.0 4.0 6.0 4.0
Max Green Setting (Gmax), s 16.0 34.0 16.0 16.0 34.0 37.0 Max Q Clear Time (g_c+I1), s 2.3 6.5 2.4 3.0 5.7 7.6
Green Ext Time (p_c), s 0.0 4.8 0.0 0.0 3.8 0.6
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 179 790 23 70 660 247 55 68 23 524 213 115 Future Volume (vph) 179 790 23 70 660 247 55 68 23 524 213 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1787 5109 1770 5136 1553 1805 3365 3502 3610 1561 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1787 5109 1770 5136 1553 1805 3365 3502 3610 1561 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 199 878 26 78 733 274 61 76 26 582 237 128 RTOR Reduction (vph) 0 2 0 0 0 192 0 23 0 0 0 92
Lane Group Flow (vph) 199 902 0 78 733 82 61 79 0 582 237 36 Confl. Peds. (#/hr) 5 5 2 3 3 2
Confl. Bikes (#/hr) 1 2
Heavy Vehicles (%) 1% 1% 3% 2% 1% 2% 0% 2% 5% 0% 0% 2%
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 6 4
Actuated Green, G (s) 18.5 43.0 8.9 32.9 32.9 7.9 11.6 27.2 31.4 31.4 Effective Green, g (s) 18.5 43.0 8.9 32.9 32.9 7.9 11.6 27.2 31.4 31.4 Actuated g/C Ratio 0.17 0.39 0.08 0.30 0.30 0.07 0.10 0.25 0.28 0.28 Clearance Time (s) 5.0 5.3 4.5 5.3 5.3 4.5 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 5.0 5.0 Lane Grp Cap (vph) 299 1988 142 1529 462 129 353 862 1025 443 v/s Ratio Prot c0.11 c0.18 0.04 0.14 0.03 0.02 c0.17 c0.07 v/s Ratio Perm 0.05 0.02
v/c Ratio 0.67 0.45 0.55 0.48 0.18 0.47 0.22 0.68 0.23 0.08 Uniform Delay, d1 43.1 25.0 48.9 31.8 28.8 49.3 45.3 37.7 30.3 29.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.5 0.3 4.3 0.5 0.4 2.7 0.7 2.7 0.2 0.2 Delay (s) 48.6 25.4 53.2 32.3 29.1 52.0 46.0 40.4 30.5 29.2 Level of Service D C D C C D D D C C
Approach Delay (s) 29.6 33.0 48.2 36.4
Approach LOS C C D D
Intersection Summary
HCM 2000 Control Delay 33.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 110.5 Sum of lost time (s) 20.3 Intersection Capacity Utilization 61.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
3: Hillcrest Avenue & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 179 790 23 70 660 247 55 68 23 524 213 115 Future Volume (veh/h) 179 790 23 70 660 247 55 68 23 524 213 115 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1856 1870 1885 1870 1900 1870 1826 1900 1900 1870 Adj Flow Rate, veh/h 199 878 26 78 733 274 61 76 26 582 237 128 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 3 2 1 2 0 2 5 0 0 2
Cap, veh/h 243 2038 60 103 1612 488 81 218 71 820 1002 438 Arrive On Green 0.14 0.40 0.40 0.06 0.31 0.31 0.04 0.08 0.08 0.23 0.28 0.28 Sat Flow, veh/h 1795 5134 152 1781 5147 1556 1810 2627 856 3510 3610 1580 Grp Volume(v), veh/h 199 586 318 78 733 274 61 50 52 582 237 128 Grp Sat Flow(s),veh/h/ln 1795 1716 1855 1781 1716 1556 1810 1777 1705 1755 1805 1580 Q Serve(g_s), s 9.3 10.8 10.8 3.7 9.9 12.7 2.9 2.3 2.5 13.2 4.4 5.5 Cycle Q Clear(g_c), s 9.3 10.8 10.8 3.7 9.9 12.7 2.9 2.3 2.5 13.2 4.4 5.5 Prop In Lane 1.00 0.08 1.00 1.00 1.00 0.50 1.00 1.00
Lane Grp Cap(c), veh/h 243 1362 736 103 1612 488 81 147 141 820 1002 438 V/C Ratio(X) 0.82 0.43 0.43 0.76 0.45 0.56 0.75 0.34 0.37 0.71 0.24 0.29 Avail Cap(c_a), veh/h 623 1586 858 618 2380 720 837 616 591 1623 1252 548 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.4 19.0 19.0 40.2 23.8 24.8 40.9 37.4 37.5 30.5 24.2 24.6 Incr Delay (d2), s/veh 6.6 0.5 0.9 10.8 0.4 2.2 13.2 2.9 3.4 2.4 0.3 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 4.2 4.6 1.9 3.9 4.8 1.6 1.1 1.2 5.7 1.9 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 19.4 19.8 50.9 24.2 26.9 54.0 40.3 40.9 32.9 24.4 25.3 LnGrp LOS D B B D C C D D D C C C
Approach Vol, veh/h 1103 1085 163 947
Approach Delay, s/veh 23.8 26.8 45.6 29.8
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 39.6 8.4 29.0 16.7 32.4 25.2 12.2 Change Period (Y+Rc), s 4.5 5.3 4.5 5.0 5.0 5.3 5.0 5.0 Max Green Setting (Gmax), s 30.0 40.0 40.0 30.0 30.0 40.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 5.7 12.8 4.9 7.5 11.3 14.7 15.2 4.5 Green Ext Time (p_c), s 0.2 12.0 0.1 3.7 0.5 12.0 5.0 0.9 Intersection Summary
HCM 6th Ctrl Delay 27.6
HCM 6th LOS C
HCM Signalized Intersection Capacity Analysis
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 9 1106 281 645 705 29 349 12 484 30 7 6 Future Volume (vph) 9 1106 281 645 705 29 349 12 484 30 7 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.99 1.00 1.00 0.85 1.00 0.93
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 4950 1805 5102 3467 1900 1565 1805 1768 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 4950 1805 5102 3467 1900 1565 1805 1768 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 9 1164 296 679 742 31 367 13 509 32 7 6 RTOR Reduction (vph) 0 35 0 0 3 0 0 0 358 0 4 0
Lane Group Flow (vph) 9 1425 0 679 770 0 367 13 151 32 9 0 Confl. Peds. (#/hr) 1 1 1 1 8 8
Confl. Bikes (#/hr) 7
Heavy Vehicles (%) 0% 1% 2% 0% 1% 0% 1% 0% 1% 0% 0% 0%
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 8
Actuated Green, G (s) 1.8 33.1 31.5 62.8 13.3 38.2 38.2 6.6 32.7 Effective Green, g (s) 1.8 33.1 31.5 62.8 13.3 38.2 38.2 6.6 32.7 Actuated g/C Ratio 0.01 0.25 0.24 0.48 0.10 0.29 0.29 0.05 0.25 Clearance Time (s) 4.5 5.8 4.5 5.8 4.5 5.8 5.8 4.5 4.6
Vehicle Extension (s) 4.0 6.0 4.0 6.0 4.0 3.0 3.0 4.0 2.0 Lane Grp Cap (vph) 24 1260 437 2464 354 558 459 91 444
v/s Ratio Prot 0.00 c0.29 c0.38 0.15 c0.11 0.01 0.02 0.00 v/s Ratio Perm c0.10
v/c Ratio 0.38 1.13 1.55 0.31 1.04 0.02 0.33 0.35 0.02
Uniform Delay, d1 63.5 48.5 49.2 20.5 58.4 32.6 35.9 59.6 36.6 Progression Factor 1.00 1.00 1.52 0.58 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.9 69.4 258.7 0.3 57.7 0.1 1.9 3.2 0.1 Delay (s) 76.5 117.8 333.7 12.2 116.0 32.7 37.8 62.8 36.7 Level of Service E F F B F C D E D
Approach Delay (s) 117.6 162.6 70.0 55.3
Approach LOS F F E E
Intersection Summary
HCM 2000 Control Delay 122.8 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.02
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.6 Intersection Capacity Utilization 103.5% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 12/21/2022 Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 1106 281 645 705 29 349 12 484 30 7 6 Future Volume (veh/h) 9 1106 281 645 705 29 349 12 484 30 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 9 1164 264 679 742 31 367 13 194 32 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 35 1121 254 438 2491 104 308 468 389 153 236 203 Arrive On Green 0.02 0.27 0.27 0.48 0.98 0.98 0.09 0.25 0.25 0.08 0.25 0.25 Sat Flow, veh/h 1810 4177 947 1810 5067 211 3483 1900 1582 1810 940 806 Grp Volume(v), veh/h 9 956 472 679 502 271 367 13 194 32 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1693 1810 1716 1847 1742 1900 1582 1810 0 1746 Q Serve(g_s), s 0.6 34.9 34.9 31.5 0.5 0.5 11.5 0.7 7.9 2.1 0.0 0.7 Cycle Q Clear(g_c), s 0.6 34.9 34.9 31.5 0.5 0.5 11.5 0.7 7.9 2.1 0.0 0.7 Prop In Lane 1.00 0.56 1.00 0.11 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 35 921 455 438 1687 908 308 468 389 153 0 439 V/C Ratio(X) 0.26 1.04 1.04 1.55 0.30 0.30 1.19 0.03 0.50 0.21 0.00 0.03 Avail Cap(c_a), veh/h 125 921 455 438 1687 908 308 468 389 153 0 439 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.83 0.83 0.83 0.84 0.84 0.84 0.80 0.80 0.80 1.00 0.00 1.00 Uniform Delay (d), s/veh 62.8 47.6 47.6 33.5 0.6 0.6 59.3 37.2 13.8 55.4 0.0 36.7 Incr Delay (d2), s/veh 4.6 37.4 48.7 256.2 0.4 0.7 109.0 0.1 3.6 1.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 19.6 20.8 42.1 0.2 0.3 9.7 0.3 3.2 1.0 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.4 84.9 96.2 289.7 0.9 1.3 168.2 37.3 17.5 56.4 0.0 36.8 LnGrp LOS E F F F A A F D B E A D
Approach Vol, veh/h 1437 1452 574 45
Approach Delay, s/veh 88.5 136.1 114.3 50.7
Approach LOS F F F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 36.0 40.7 16.0 37.3 7.0 69.7 15.5 37.8 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 4.5 5.8 4.5 5.8 Max Green Setting (Gmax), s 31.5 34.9 11.5 32.7 9.0 57.4 11.0 32.0 Max Q Clear Time (g_c+I1), s 33.5 36.9 13.5 2.7 2.6 2.5 4.1 9.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 16.6 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 111.9
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 79 1460 159 804 1175 311 161 109 681 394 186 72 Future Volume (vph) 79 1460 159 804 1175 311 161 109 681 394 186 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.95 0.97 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.89 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1592 3502 5136 1592 3502 1589 1515 3467 1800 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1592 3502 5136 1592 3502 1589 1515 3467 1800 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 83 1537 167 846 1237 327 169 115 717 415 196 76 RTOR Reduction (vph) 0 0 119 0 0 183 0 74 279 0 11 0
Lane Group Flow (vph) 83 1537 48 846 1237 144 169 349 130 415 261 0 Confl. Peds. (#/hr) 2 2 1 1 1 1
Confl. Bikes (#/hr) 3 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 0% 1% 0% 1% 1% 0%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 9.1 37.2 37.2 29.0 57.1 57.1 22.2 22.2 22.2 20.6 20.6 Effective Green, g (s) 9.1 37.2 37.2 29.0 57.1 57.1 22.2 22.2 22.2 20.6 20.6 Actuated g/C Ratio 0.07 0.29 0.29 0.22 0.44 0.44 0.17 0.17 0.17 0.16 0.16 Clearance Time (s) 4.0 6.8 6.8 4.0 6.8 6.8 5.1 5.1 5.1 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 245 1469 455 781 2255 699 598 271 258 549 285 v/s Ratio Prot 0.02 c0.30 c0.24 0.24 0.05 c0.22 0.12 c0.15 v/s Ratio Perm 0.03 0.09 0.09
v/c Ratio 0.34 1.05 0.11 1.08 0.55 0.21 0.28 1.29 0.51 0.76 0.92 Uniform Delay, d1 57.6 46.4 34.1 50.5 26.9 22.5 47.0 53.9 48.9 52.3 53.8 Progression Factor 0.99 1.10 2.65 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 29.6 0.2 57.1 1.0 0.7 0.1 154.7 0.6 5.2 31.5 Delay (s) 57.2 80.8 90.8 107.6 27.9 23.1 47.1 208.6 49.5 57.5 85.3 Level of Service E F F F C C D F D E F
Approach Delay (s) 80.6 55.2 116.3 68.5
Approach LOS F E F E
Intersection Summary
HCM 2000 Control Delay 74.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.08
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 100.3% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
5: Canada Valley Road & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 1460 159 804 1175 311 161 109 681 394 186 72 Future Volume (veh/h) 79 1460 159 804 1175 311 161 109 681 394 186 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1900 1885 1900 1885 1885 1900 Adj Flow Rate, veh/h 83 1537 42 846 1237 134 169 346 269 415 196 76 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 0 0 1 0 0 1 0 1 1 0
Cap, veh/h 231 1473 453 783 2282 713 596 310 265 573 212 82 Arrive On Green 0.13 0.57 0.57 0.22 0.44 0.44 0.16 0.16 0.16 0.16 0.16 0.16 Sat Flow, veh/h 3510 5147 1584 3510 5147 1608 3619 1885 1607 3483 1287 499 Grp Volume(v), veh/h 83 1537 42 846 1237 134 169 346 269 415 0 272 Grp Sat Flow(s),veh/h/ln 1755 1716 1584 1755 1716 1608 1810 1885 1607 1742 0 1786 Q Serve(g_s), s 2.8 37.2 1.6 29.0 22.9 6.6 5.3 21.4 21.4 14.7 0.0 19.5 Cycle Q Clear(g_c), s 2.8 37.2 1.6 29.0 22.9 6.6 5.3 21.4 21.4 14.7 0.0 19.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.28
Lane Grp Cap(c), veh/h 231 1473 453 783 2282 713 596 310 265 573 0 294 V/C Ratio(X) 0.36 1.04 0.09 1.08 0.54 0.19 0.28 1.11 1.02 0.72 0.00 0.93 Avail Cap(c_a), veh/h 513 1473 453 783 2282 713 596 310 265 573 0 294 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.22 0.22 0.22 0.51 0.51 0.51 1.00 1.00 1.00 0.90 0.00 0.90 Uniform Delay (d), s/veh 54.0 27.8 20.2 50.5 26.5 22.0 47.6 54.3 54.3 51.5 0.0 53.5 Incr Delay (d2), s/veh 0.1 24.7 0.1 48.0 0.5 0.3 0.1 85.7 59.7 3.5 0.0 30.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 14.4 0.6 17.9 9.4 2.6 2.4 17.5 13.0 6.7 0.0 11.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.0 52.5 20.3 98.5 27.0 22.3 47.7 140.0 114.0 55.0 0.0 84.2 LnGrp LOS D F C F C C D F F E A F
Approach Vol, veh/h 1662 2217 784 687
Approach Delay, s/veh 51.8 54.0 111.2 66.6
Approach LOS D D F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 33.0 44.0 26.5 12.6 64.4 26.5
Change Period (Y+Rc), s 4.0 6.8 5.1 4.0 6.8 5.1
Max Green Setting (Gmax), s 29.0 37.2 21.4 19.0 47.2 21.4 Max Q Clear Time (g_c+I1), s 31.0 39.2 21.5 4.8 24.9 23.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.1 13.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 63.3
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

HCM Signalized Intersection Capacity Analysis
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1923 757 204 1770 0 0 0 0 1035 5 673 Future Volume (vph) 0 1923 757 204 1770 0 0 0 0 1035 5 673 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Lane Util. Factor 0.91 1.00 0.97 0.91 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (prot) 5136 1576 3502 5187 1698 1703 1599
Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00
Satd. Flow (perm) 5136 1576 3502 5187 1698 1703 1599
Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 2024 797 215 1863 0 0 0 0 1089 5 708
RTOR Reduction (vph) 0 0 461 0 0 0 0 0 0 0 0 32
Lane Group Flow (vph) 0 2024 336 215 1863 0 0 0 0 544 550 676 Confl. Peds. (#/hr) 3 3
Confl. Bikes (#/hr) 4 1
Heavy Vehicles (%) 0% 1% 1% 0% 0% 0% 0% 0% 0% 1% 0% 1%
Turn Type NA Perm Prot NA Perm NA Perm
Protected Phases 2 1 6 4
Permitted Phases 2 4 4
Actuated Green, G (s) 50.2 50.2 10.4 65.3 50.3 50.3 50.3 Effective Green, g (s) 50.2 50.2 10.4 65.3 50.3 50.3 50.3 Actuated g/C Ratio 0.40 0.40 0.08 0.52 0.40 0.40 0.40
Clearance Time (s) 5.8 5.8 4.7 5.8 4.7 4.7 4.7
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2044 627 288 2686 677 679 637
v/s Ratio Prot c0.39 0.06 c0.36
v/s Ratio Perm 0.21 0.32 0.32 c0.42
v/c Ratio 0.99 0.54 0.75 0.69 0.80 0.81 1.06
Uniform Delay, d1 37.7 29.0 56.6 22.9 33.5 33.7 37.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 17.7 3.3 8.9 1.5 6.5 6.9 52.8
Delay (s) 55.4 32.3 65.4 24.4 40.0 40.5 90.7
Level of Service E C E C D D F
Approach Delay (s) 48.9 28.6 0.0 60.1
Approach LOS D C A E
Intersection Summary
HCM 2000 Control Delay 45.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.01
Actuated Cycle Length (s) 126.1 Sum of lost time (s) 15.2 Intersection Capacity Utilization 94.2% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: SR-4/SR-4 SB Off-Ramp & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1923 757 204 1770 0 0 0 0 1035 5 673 Future Volume (veh/h) 0 1923 757 204 1770 0 0 0 0 1035 5 673 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1900 1900 0 1885 1900 1885 Adj Flow Rate, veh/h 0 2024 321 215 1863 0 1093 0 673
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 0 0 0 1 0 1
Cap, veh/h 0 2062 631 268 2670 0 1442 0 641
Arrive On Green 0.00 0.40 0.40 0.08 0.51 0.00 0.40 0.00 0.40 Sat Flow, veh/h 0 5316 1575 3510 5358 0 3591 0 1598
Grp Volume(v), veh/h 0 2024 321 215 1863 0 1093 0 673
Grp Sat Flow(s),veh/h/ln 0 1716 1575 1755 1729 0 1795 0 1598 Q Serve(g_s), s 0.0 48.7 19.2 7.5 34.1 0.0 32.8 0.0 50.3 Cycle Q Clear(g_c), s 0.0 48.7 19.2 7.5 34.1 0.0 32.8 0.0 50.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2062 631 268 2670 0 1442 0 641 V/C Ratio(X) 0.00 0.98 0.51 0.80 0.70 0.00 0.76 0.00 1.05 Avail Cap(c_a), veh/h 0 2062 631 989 2670 0 1442 0 641
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 37.1 28.3 56.9 23.0 0.0 32.3 0.0 37.5 Incr Delay (d2), s/veh 0.0 15.9 2.9 2.1 1.5 0.0 2.1 0.0 49.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 23.0 7.8 3.4 14.0 0.0 14.5 0.0 28.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 53.0 31.2 59.0 24.6 0.0 34.4 0.0 86.6 LnGrp LOS A D C E C A C A F
Approach Vol, veh/h 2345 2078 1766
Approach Delay, s/veh 50.0 28.1 54.3
Approach LOS D C D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 14.3 56.0 55.0 70.3
Change Period (Y+Rc), s * 4.7 5.8 * 4.7 5.8
Max Green Setting (Gmax), s * 35 50.2 * 50 50.2
Max Q Clear Time (g_c+I1), s 9.5 50.7 52.3 36.1
Green Ext Time (p_c), s 0.0 0.0 0.0 3.4
Intersection Summary
HCM 6th Ctrl Delay 43.9
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 2479 502 62 1279 891 656 34 230 0 0 0 Future Volume (vph) 0 2479 502 62 1279 891 656 34 230 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Lane Util. Factor 0.91 1.00 0.97 0.91 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85
Flt Protected 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (prot) 5136 1570 3467 5136 1566 1698 1712 1590 Flt Permitted 1.00 1.00 0.95 1.00 1.00 0.95 0.96 1.00
Satd. Flow (perm) 5136 1570 3467 5136 1566 1698 1712 1590 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 2556 518 64 1319 919 676 35 237 0 0 0 RTOR Reduction (vph) 0 0 100 0 0 289 0 0 179 0 0 0
Lane Group Flow (vph) 0 2556 418 64 1319 630 352 359 59 0 0 0 Confl. Peds. (#/hr) 7 3 3 7 5 5
Confl. Bikes (#/hr) 8
Heavy Vehicles (%) 0% 1% 1% 1% 1% 1% 1% 0% 0% 0% 0% 0%
Turn Type NA Perm Prot NA Perm Perm NA Perm
Protected Phases 2 1 6 8
Permitted Phases 2 6 8 8
Actuated Green, G (s) 51.1 51.1 4.7 59.5 59.5 23.4 23.4 23.4 Effective Green, g (s) 51.1 51.1 4.7 59.5 59.5 23.4 23.4 23.4 Actuated g/C Ratio 0.54 0.54 0.05 0.63 0.63 0.25 0.25 0.25 Clearance Time (s) 5.8 5.8 4.7 6.8 6.8 5.1 5.1 5.1
Vehicle Extension (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2
Lane Grp Cap (vph) 2768 846 171 3223 982 419 422 392
v/s Ratio Prot c0.50 0.02 0.26
v/s Ratio Perm 0.27 c0.40 0.21 0.21 0.04
v/c Ratio 0.92 0.49 0.37 0.41 0.64 0.84 0.85 0.15
Uniform Delay, d1 20.1 13.7 43.6 8.8 11.0 33.9 34.0 27.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.8 0.2 0.5 0.0 1.1 13.5 14.6 0.1 Delay (s) 25.8 13.9 44.1 8.9 12.1 47.4 48.6 28.0
Level of Service C B D A B D D C
Approach Delay (s) 23.8 11.1 43.0 0.0
Approach LOS C B D A
Intersection Summary
HCM 2000 Control Delay 22.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.90
Actuated Cycle Length (s) 94.8 Sum of lost time (s) 15.6 Intersection Capacity Utilization 86.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
7: Jeffrey Way/SR-4 NB On-Ramp & Lone Tree Way 12/21/2022 Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 2479 502 62 1279 891 656 34 230 0 0 0 Future Volume (veh/h) 0 2479 502 62 1279 891 656 34 230 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1885 1885 1885 1885 1885 1885 1900 1900 Adj Flow Rate, veh/h 0 2556 328 64 1319 678 701 0 24
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 1 1 0 0
Cap, veh/h 0 2733 824 189 3288 1017 808 0 360
Arrive On Green 0.00 0.53 0.53 0.05 0.64 0.64 0.22 0.00 0.22 Sat Flow, veh/h 0 5316 1552 3483 5147 1592 3591 0 1599
Grp Volume(v), veh/h 0 2556 328 64 1319 678 701 0 24
Grp Sat Flow(s),veh/h/ln 0 1716 1552 1742 1716 1592 1795 0 1599 Q Serve(g_s), s 0.0 40.5 11.0 1.5 10.9 23.4 16.4 0.0 1.0 Cycle Q Clear(g_c), s 0.0 40.5 11.0 1.5 10.9 23.4 16.4 0.0 1.0 Prop In Lane 0.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2733 824 189 3288 1017 808 0 360 V/C Ratio(X) 0.00 0.94 0.40 0.34 0.40 0.67 0.87 0.00 0.07 Avail Cap(c_a), veh/h 0 2955 891 809 3288 1017 2050 0 913 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 19.1 12.2 39.8 7.7 9.9 32.6 0.0 26.7 Incr Delay (d2), s/veh 0.0 5.9 0.1 0.4 0.0 1.4 1.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 15.9 3.6 0.7 3.5 7.3 7.1 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 25.0 12.3 40.2 7.7 11.3 33.8 0.0 26.7 LnGrp LOS A C B D A B C A C
Approach Vol, veh/h 2884 2061 725
Approach Delay, s/veh 23.6 9.9 33.5
Approach LOS C A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 9.4 53.2 62.7 24.8
Change Period (Y+Rc), s * 4.7 * 6.8 6.8 5.1
Max Green Setting (Gmax), s * 20 * 50 50.2 49.9
Max Q Clear Time (g_c+I1), s 3.5 42.5 25.4 18.4
Green Ext Time (p_c), s 0.0 4.0 2.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 19.9
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 410 1435 337 209 1341 71 461 192 109 339 616 407 Future Volume (vph) 410 1435 337 209 1341 71 461 192 109 339 616 407 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 1.00 0.94
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3502 5136 1585 3502 5136 1615 3467 3332 3502 3360 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3502 5136 1585 3502 5136 1615 3467 3332 3502 3360 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 427 1495 351 218 1397 74 480 200 114 353 642 424 RTOR Reduction (vph) 0 0 229 0 0 53 0 54 0 0 78 0
Lane Group Flow (vph) 427 1495 122 218 1397 21 480 260 0 353 988 0 Confl. Peds. (#/hr) 2 2 3 6 6 3
Confl. Bikes (#/hr) 6 1
Heavy Vehicles (%) 0% 1% 0% 0% 1% 0% 1% 1% 3% 0% 0% 1%
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Actuated Green, G (s) 18.6 47.7 47.7 11.6 40.4 40.4 20.4 43.1 18.2 41.9 Effective Green, g (s) 18.6 47.7 47.7 11.6 40.4 40.4 20.4 43.1 18.2 41.9 Actuated g/C Ratio 0.13 0.33 0.33 0.08 0.28 0.28 0.14 0.30 0.13 0.29 Clearance Time (s) 5.8 6.8 6.8 5.5 6.8 6.8 4.0 6.1 4.0 5.1 Vehicle Extension (s) 5.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 2.0 2.0 Lane Grp Cap (vph) 455 1713 528 284 1451 456 494 1004 445 984 v/s Ratio Prot c0.12 c0.29 0.06 c0.27 c0.14 0.08 0.10 c0.29 v/s Ratio Perm 0.08 0.01
v/c Ratio 0.94 0.87 0.23 0.77 0.96 0.05 0.97 0.26 0.79 1.00 Uniform Delay, d1 61.6 44.8 34.4 64.4 50.6 37.3 61.0 37.8 60.6 50.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 27.9 5.4 0.3 10.6 15.7 0.1 33.0 0.2 8.8 29.7 Delay (s) 89.6 50.2 34.7 75.0 66.2 37.3 94.0 38.0 69.4 80.3 Level of Service F D C E E D F D E F
Approach Delay (s) 55.2 66.1 71.9 77.6
Approach LOS E E E E
Intersection Summary
HCM 2000 Control Delay 65.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 143.0 Sum of lost time (s) 22.7 Intersection Capacity Utilization 99.1% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
8: Shady Willow Lane/Slatten Ranch Road & Lone Tree Way 12/21/2022 Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 410 1435 337 209 1341 71 461 192 109 339 616 407 Future Volume (veh/h) 410 1435 337 209 1341 71 461 192 109 339 616 407 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1900 1900 1885 1900 1885 1885 1856 1900 1900 1885 Adj Flow Rate, veh/h 427 1495 351 218 1397 74 480 200 114 353 642 424 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 0 1 0 0 1 0 1 1 3 0 0 1
Cap, veh/h 453 1726 531 268 1444 451 493 706 383 404 605 399 Arrive On Green 0.13 0.34 0.34 0.08 0.28 0.28 0.14 0.32 0.32 0.12 0.29 0.29 Sat Flow, veh/h 3510 5147 1582 3510 5147 1607 3483 2225 1208 3510 2078 1371 Grp Volume(v), veh/h 427 1495 351 218 1397 74 480 159 155 353 558 508 Grp Sat Flow(s),veh/h/ln 1755 1716 1582 1755 1716 1607 1742 1791 1641 1755 1805 1643 Q Serve(g_s), s 17.4 39.2 27.3 8.8 38.6 5.0 19.8 9.6 10.2 14.2 41.9 41.9 Cycle Q Clear(g_c), s 17.4 39.2 27.3 8.8 38.6 5.0 19.8 9.6 10.2 14.2 41.9 41.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.74 1.00 0.83
Lane Grp Cap(c), veh/h 453 1726 531 268 1444 451 493 568 521 404 525 478 V/C Ratio(X) 0.94 0.87 0.66 0.81 0.97 0.16 0.97 0.28 0.30 0.87 1.06 1.06 Avail Cap(c_a), veh/h 453 1726 531 285 1444 451 493 568 521 517 525 478 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.2 44.8 40.9 65.5 51.2 39.1 61.5 36.8 37.0 62.7 51.0 51.1 Incr Delay (d2), s/veh 28.7 5.1 3.4 14.2 16.6 0.2 33.3 0.4 0.4 10.7 56.7 59.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.6 17.4 11.2 4.5 18.8 2.0 11.0 4.3 4.2 7.0 27.1 25.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 90.9 49.9 44.3 79.6 67.8 39.3 94.8 37.2 37.5 73.4 107.8 110.0 LnGrp LOS F D D E E D F D D E F F
Approach Vol, veh/h 2273 1689 794 1419
Approach Delay, s/veh 56.7 68.0 72.1 100.0
Approach LOS E E E F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.5 55.1 24.4 48.0 24.4 47.2 20.6 51.8 Change Period (Y+Rc), s 5.5 6.8 4.0 * 6.1 * 5.8 6.8 4.0 6.1 Max Green Setting (Gmax), s 11.7 47.6 20.4 * 42 * 19 40.4 21.2 40.1 Max Q Clear Time (g_c+I1), s 10.8 41.2 21.8 43.9 19.4 40.6 16.2 12.2 Green Ext Time (p_c), s 0.0 5.6 0.0 0.0 0.0 0.0 0.3 2.8 Intersection Summary
HCM 6th Ctrl Delay 71.7
HCM 6th LOS E
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM Signalized Intersection Capacity Analysis
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 574 1183 113 127 999 235 219 207 62 506 645 266 Future Volume (vph) 574 1183 113 127 999 235 219 207 62 506 645 266 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.97 1.00 1.00 0.97 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3404 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1805 5136 1572 1787 5136 1590 3467 1900 1594 3502 3404 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 592 1220 116 131 1030 242 226 213 64 522 665 274 RTOR Reduction (vph) 0 0 69 0 0 181 0 0 57 0 34 0
Lane Group Flow (vph) 592 1220 47 131 1030 61 226 213 7 522 905 0 Confl. Peds. (#/hr) 3 2 2 3 2 1 1 2
Confl. Bikes (#/hr) 4
Heavy Vehicles (%) 0% 1% 1% 1% 1% 0% 1% 0% 0% 0% 1% 1%
Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NA Protected Phases 5 2 1 6 8 8 4 4
Permitted Phases 2 6 8
Actuated Green, G (s) 34.0 53.0 53.0 13.8 32.8 32.8 14.2 14.2 14.2 28.3 28.3 Effective Green, g (s) 34.0 53.0 53.0 13.8 32.8 32.8 14.2 14.2 14.2 28.3 28.3 Actuated g/C Ratio 0.26 0.41 0.41 0.11 0.25 0.25 0.11 0.11 0.11 0.22 0.22 Clearance Time (s) 4.0 5.8 5.8 4.0 5.8 5.8 5.8 5.8 5.8 5.1 5.1 Vehicle Extension (s) 2.0 4.0 4.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 472 2093 640 189 1295 401 378 207 174 762 741 v/s Ratio Prot c0.33 0.24 0.07 c0.20 0.07 c0.11 0.15 c0.27 v/s Ratio Perm 0.03 0.04 0.00
v/c Ratio 1.25 0.58 0.07 0.69 0.80 0.15 0.60 1.03 0.04 0.69 1.22 Uniform Delay, d1 48.0 29.9 23.5 56.1 45.5 37.8 55.2 57.9 51.8 46.8 50.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 130.9 1.2 0.2 8.5 5.1 0.8 3.0 70.3 0.1 2.8 111.8 Delay (s) 178.9 31.1 23.7 64.6 50.6 38.6 58.1 128.2 51.9 49.5 162.6 Level of Service F C C E D D E F D D F
Approach Delay (s) 76.0 49.8 87.0 122.2
Approach LOS E D F F
Intersection Summary
HCM 2000 Control Delay 82.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.08
Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.7 Intersection Capacity Utilization 111.5% ICU Level of Service H Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Empire Avenue & Lone Tree Way 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 574 1183 113 127 999 235 219 207 62 506 645 266 Future Volume (veh/h) 574 1183 113 127 999 235 219 207 62 506 645 266 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1885 1900 1885 1900 1900 1900 1885 1885 Adj Flow Rate, veh/h 592 1220 116 131 1030 242 226 213 64 522 665 274 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 1 1 1 1 0 1 0 0 0 1 1
Cap, veh/h 473 2252 688 156 1354 422 380 208 175 726 511 211 Arrive On Green 0.26 0.44 0.44 0.09 0.26 0.26 0.11 0.11 0.11 0.21 0.21 0.21 Sat Flow, veh/h 1810 5147 1572 1795 5147 1605 3483 1900 1601 3510 2471 1018 Grp Volume(v), veh/h 592 1220 116 131 1030 242 226 213 64 522 482 457 Grp Sat Flow(s),veh/h/ln 1810 1716 1572 1795 1716 1605 1742 1900 1601 1755 1791 1698 Q Serve(g_s), s 34.0 22.7 5.8 9.3 24.0 17.0 8.0 14.2 4.8 18.0 26.9 26.9 Cycle Q Clear(g_c), s 34.0 22.7 5.8 9.3 24.0 17.0 8.0 14.2 4.8 18.0 26.9 26.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.60
Lane Grp Cap(c), veh/h 473 2252 688 156 1354 422 380 208 175 726 371 351 V/C Ratio(X) 1.25 0.54 0.17 0.84 0.76 0.57 0.59 1.03 0.37 0.72 1.30 1.30 Avail Cap(c_a), veh/h 473 2252 688 243 1354 422 380 208 175 726 371 351 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.40 0.40 0.40 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.0 27.0 22.2 58.4 44.1 41.6 55.2 57.9 53.7 48.0 51.5 51.6 Incr Delay (d2), s/veh 120.0 0.4 0.2 8.1 4.1 5.6 3.0 69.5 1.8 3.8 153.7 154.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 31.0 9.4 2.2 4.6 10.7 7.4 3.7 10.8 2.0 8.3 27.8 26.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 168.0 27.3 22.4 66.6 48.2 47.1 58.1 127.4 55.5 51.8 205.2 206.2 LnGrp LOS F C C E D D E F E D F F
Approach Vol, veh/h 1928 1403 503 1461
Approach Delay, s/veh 70.2 49.7 87.1 150.7
Approach LOS E D F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.3 62.7 32.0 38.0 40.0 20.0
Change Period (Y+Rc), s 4.0 5.8 5.1 4.0 5.8 5.8
Max Green Setting (Gmax), s 17.6 50.6 26.9 34.0 34.2 14.2 Max Q Clear Time (g_c+I1), s 11.3 24.7 28.9 36.0 26.0 16.2 Green Ext Time (p_c), s 0.1 14.1 0.0 0.0 5.7 0.0
Intersection Summary
HCM 6th Ctrl Delay 88.6
HCM 6th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary
10: Heidorn Ranch Road & Kohls Driveway 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 38 263 575 24 289 618
Future Volume (veh/h) 38 263 575 24 289 618
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1870 1900 1885 1885
Adj Flow Rate, veh/h 41 286 625 26 314 672
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 2 0 1 1
Cap, veh/h 397 353 1102 46 382 2197
Arrive On Green 0.22 0.22 0.32 0.32 0.21 0.61
Sat Flow, veh/h 1810 1610 3570 145 1795 3676
Grp Volume(v), veh/h 41 286 319 332 314 672
Grp Sat Flow(s),veh/h/ln 1810 1610 1777 1844 1795 1791
Q Serve(g_s), s 0.9 8.1 7.2 7.2 8.0 4.3
Cycle Q Clear(g_c), s 0.9 8.1 7.2 7.2 8.0 4.3
Prop In Lane 1.00 1.00 0.08 1.00
Lane Grp Cap(c), veh/h 397 353 563 585 382 2197
V/C Ratio(X) 0.10 0.81 0.57 0.57 0.82 0.31
Avail Cap(c_a), veh/h 1400 1246 1263 1311 751 2247
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 14.9 17.7 13.6 13.6 18.0 4.4
Incr Delay (d2), s/veh 0.0 1.7 1.3 1.2 1.7 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 2.8 2.6 2.7 3.1 1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.0 19.4 14.9 14.8 19.7 4.5
LnGrp LOS B B B B B A
Approach Vol, veh/h 327 651 986
Approach Delay, s/veh 18.9 14.9 9.3
Approach LOS B B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 14.2 19.2 33.3 14.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 34.0 30.0 37.0
Max Q Clear Time (g_c+I1), s 10.0 9.2 6.3 10.1
Green Ext Time (p_c), s 0.4 6.0 6.7 0.6
Intersection Summary
HCM 6th Ctrl Delay 12.8
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
11: Heidorn Ranch Road & Lone Tree Plaza 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 21
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 192 450 0 139 210 451 205
Future Volume (vph) 192 450 0 139 210 451 205
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.0 4.0 4.0 4.0
Lane Util. Factor 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.85 0.91 1.00 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 1615 3234 1805 3610
Flt Permitted 0.95 1.00 1.00 0.95 1.00
Satd. Flow (perm) 1770 1615 3234 1805 3610
Peak-hour factor, PHF 0.87 0.87 0.92 0.87 0.87 0.87 0.87 Adj. Flow (vph) 221 517 0 160 241 518 236
RTOR Reduction (vph) 0 426 0 146 0 0 0
Lane Group Flow (vph) 221 91 0 255 0 518 236
Confl. Peds. (#/hr) 1 1 1
Heavy Vehicles (%) 2% 0% 2% 2% 0% 0% 0%
Turn Type Prot Perm Prot NA Prot NA
Protected Phases 4 5 2 1 6
Permitted Phases 4
Actuated Green, G (s) 15.2 15.2 34.1 25.1 63.2
Effective Green, g (s) 15.2 15.2 34.1 25.1 63.2
Actuated g/C Ratio 0.18 0.18 0.39 0.29 0.73
Clearance Time (s) 4.0 4.0 4.0 4.0 4.0
Vehicle Extension (s) 2.0 2.0 4.0 2.0 4.0
Lane Grp Cap (vph) 311 284 1276 524 2640
v/s Ratio Prot c0.12 c0.08 c0.29 0.07
v/s Ratio Perm 0.06
v/c Ratio 0.71 0.32 0.20 0.99 0.09
Uniform Delay, d1 33.5 31.1 17.2 30.5 3.3
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 6.2 0.2 0.4 35.9 0.1
Delay (s) 39.8 31.3 17.5 66.4 3.4
Level of Service D C B E A
Approach Delay (s) 33.9 17.5 46.7
Approach LOS C B D
Intersection Summary
HCM 2000 Control Delay 35.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.57
Actuated Cycle Length (s) 86.4 Sum of lost time (s) 12.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM 6th TWSC
12: Heidorn Ranch Road & Prewett Ranch Drive 12/21/2022 Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 24
Intersection
Int Delay, s/veh 3.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 88 164 56 250 237 144
Future Vol, veh/h 88 164 56 250 237 144
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 190 0 285 - - 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 1 0 0 4 0 1
Mvmt Flow 99 184 63 281 266 162
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 534 267 429 0 - 0
Stage 1 267 - - - - -
Stage 2 267 - - - - -
Critical Hdwy 6.615 6.2 4.1 - - -
Critical Hdwy Stg 1 5.415 - - - - -
Critical Hdwy Stg 2 5.815 - - - - -
Follow-up Hdwy 3.5095 3.3 2.2 - - -
Pot Cap-1 Maneuver 493 777 1141 - - -
Stage 1 780 - - - - -
Stage 2 757 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 465 776 1140 - - -
Mov Cap-2 Maneuver 465 - - - - -
Stage 1 736 - - - - -
Stage 2 756 - - - - -
Approach EB NB SB
HCM Control Delay, s 12.4 1.5 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1140 - 465 776 - -
HCM Lane V/C Ratio 0.055 - 0.213 0.237 - -
HCM Control Delay (s) 8.3 - 14.8 11.1 - -
HCM Lane LOS A - B B - -
HCM 95th %tile Q(veh) 0.2 - 0.8 0.9 - -
HCM Unsignalized Intersection Capacity Analysis
13: Heidorn Ranch Road & Cole Ranch Drive 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 25
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 107 107 13 210 310 80
Future Volume (Veh/h) 107 107 13 210 310 80
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Hourly flow rate (vph) 120 120 15 236 348 90
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 614 348 438
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 614 348 438
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 73 83 99
cM capacity (veh/h) 449 700 1133
Direction, Lane # EB 1 EB 2 NB 1 SB 1 SB 2
Volume Total 80 160 251 348 90
Volume Left 80 40 15 0 0
Volume Right 0 120 0 0 90
cSH 449 614 1133 1700 1700
Volume to Capacity 0.18 0.26 0.01 0.20 0.05
Queue Length 95th (ft) 16 26 1 0 0
Control Delay (s) 14.7 12.9 0.6 0.0 0.0
Lane LOS B B A
Approach Delay (s) 13.5 0.6 0.0
Approach LOS B
Intersection Summary
Average Delay 3.7
Intersection Capacity Utilization 34.8% ICU Level of Service A Analysis Period (min) 15
HCM 6th TWSC
101: West Access & Lone Tree Plaza 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 29
Intersection
Int Delay, s/veh 1.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 565 49 0 589 53 35
Future Vol, veh/h 565 49 0 589 53 35
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 0 0 0 0 0 0
Mvmt Flow 649 56 0 677 61 40
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 705 0 1016 353
Stage 1 - - - - 677 -
Stage 2 - - - - 339 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 902 - 238 649
Stage 1 - - - - 472 -
Stage 2 - - - - 699 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 902 - 238 649
Mov Cap-2 Maneuver - - - - 238 -
Stage 1 - - - - 472 -
Stage 2 - - - - 699 -
Approach EB WB NB
HCM Control Delay, s 0 0 21.5

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 318 - - 902 -
HCM Lane V/C Ratio 0.318 - - - -
HCM Control Delay (s) 21.5 - - 0 -
HCM Lane LOS C - - A -
HCM 95th %tile Q(veh) 1.3 - - 0 -
HCM 6th AWSC
102: Central Access & Lone Tree Plaza 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 31
Intersection
Intersection Delay, s/veh 25.2
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 315 227 0 218 0 309 0 104 0 0 62
Future Vol, veh/h 58 315 227 0 218 0 309 0 104 0 0 62
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 67 362 261 0 251 0 355 0 120 0 0 71
Number of Lanes 0 2 0 0 2 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay 24.7 11.6 35.1 11.2

HCM LOS C B E B

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 75% 27% 0% 0% 0% 0%
Vol Thru, % 0% 73% 41% 100% 100% 0%
Vol Right, % 25% 0% 59% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 413 216 385 109 109 62
LT Vol 309 58 0 0 0 0
Through Vol 0 158 158 109 109 0
RT Vol 104 0 227 0 0 62
Lane Flow Rate 475 248 442 125 125 71
Geometry Grp 2 7 7 7 7 2
Degree of Util (X) 0.846 0.482 0.791 0.264 0.203 0.138
Departure Headway (Hd) 6.414 7.006 6.445 7.579 5.823 6.99 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 570 513 561 474 614 511
Service Time 4.414 4.759 4.197 5.339 3.582 5.06
HCM Lane V/C Ratio 0.833 0.483 0.788 0.264 0.204 0.139
HCM Control Delay 35.1 16.2 29.4 13.1 10.1 11.2
HCM Lane LOS E C D B B B
HCM 95th-tile Q 9 2.6 7.5 1.1 0.8 0.5
HCM 6th AWSC
103: East Access & Lone Tree Plaza 12/21/2022
Cumulative + Project SAT Brentwood Costco TIA 12:10 pm 12/20/2022 Cumulative 2040 with Project SAT Synchro 11 Report MAR Page 33
Intersection
Intersection Delay, s/veh 14.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 198 0 221 0 0 0 156 209 0 0 335 62
Future Vol, veh/h 198 0 221 0 0 0 156 209 0 0 335 62
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0
Mvmt Flow 228 0 254 0 0 0 179 240 0 0 385 71
Number of Lanes 0 2 0 1 1 0 1 1 0 0 2 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 14.9 0 14.5 14.2

HCM LOS B - B B

Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2
Vol Left, % 100% 0% 100% 0% 0% 0% 0% 0%
Vol Thru, % 0% 100% 0% 0% 100% 100% 100% 64%
Vol Right, % 0% 0% 0% 100% 0% 0% 0% 36%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 156 209 198 221 0 0 223 174
LT Vol 156 0 198 0 0 0 0 0
Through Vol 0 209 0 0 0 0 223 112
RT Vol 0 0 0 221 0 0 0 62
Lane Flow Rate 179 240 228 254 0 0 257 200
Geometry Grp 7 7 7 7 7 7 7 7
Degree of Util (X) 0.359 0.447 0.464 0.432 0 0 0.476 0.356 Departure Headway (Hd) 7.211 6.7 7.347 6.128 8.022 8.022 6.679 6.424 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 497 536 489 584 0 0 537 557
Service Time 4.984 4.473 5.115 3.896 5.722 5.722 4.451 4.196 HCM Lane V/C Ratio 0.36 0.448 0.466 0.435 0 0 0.479 0.359 HCM Control Delay 14 14.8 16.4 13.5 10.7 10.7 15.4 12.7 HCM Lane LOS B B C B N N C B
HCM 95th-tile Q 1.6 2.3 2.4 2.2 0 0 2.5 1.6

Appendix I -
Cumulative (2040)
Plus Project
Improvements
Conditions
Queues
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 03/15/2023 Cumulative + Project PM Brentwood Costco TIA 2:32 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 1
Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT
Lane Group Flow (vph) 20 1363 502 771 291 13 423 25 13
v/c Ratio 0.09 0.54 0.73 0.34 0.56 0.07 0.78 0.16 0.14
Control Delay 45.8 24.8 54.6 26.3 54.8 52.0 15.9 58.0 46.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 45.8 24.8 54.6 26.3 54.8 52.0 15.9 58.0 46.3 Stops (vph) 17 863 468 436 248 12 45 24 9
Fuel Used(gal) 1 38 12 12 6 0 4 0 0
CO Emissions (g/hr) 46 2651 819 854 409 18 251 34 14
NOx Emissions (g/hr) 9 516 159 166 80 3 49 7 3
VOC Emissions (g/hr) 11 614 190 198 95 4 58 8 3
Dilemma Vehicles (#) 0 0 0 0 0 0 0 0 0
Queue Length 50th (ft) 16 279 226 167 111 11 0 20 6
Queue Length 95th (ft) 38 416 286 385 158 30 105 50 28
Internal Link Dist (ft) 2557 951 569 264
Turn Bay Length (ft) 210 415 210 210 80
Base Capacity (vph) 305 2531 1387 2305 760 280 591 201 92 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.07 0.54 0.36 0.33 0.38 0.05 0.72 0.12 0.14 Intersection Summary
HCM 6th Signalized Intersection Summary
4: Heidorn Ranch Road/Fairside Way & Lone Tree Way 03/15/2023 Cumulative + Project PM Brentwood Costco TIA 2:32 pm 12/20/2022 Cumulative 2040 with Project PM Synchro 11 Report MAR Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 1096 199 477 710 23 276 12 402 24 7 6 Future Volume (veh/h) 19 1096 199 477 710 23 276 12 402 24 7 6 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.97 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1885 1870 1900 1885 1900 1885 1900 1885 1900 1900 1900 Adj Flow Rate, veh/h 20 1154 192 502 747 24 291 13 119 25 7 6 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 2 0 1 0 1 0 1 0 0 0
Cap, veh/h 662 2279 379 633 1127 36 374 172 141 102 45 39 Arrive On Green 0.37 0.51 0.51 0.06 0.11 0.11 0.11 0.09 0.09 0.06 0.05 0.05 Sat Flow, veh/h 1810 4433 737 3510 3542 114 3483 1900 1555 1810 921 789 Grp Volume(v), veh/h 20 893 453 502 378 393 291 13 119 25 0 13 Grp Sat Flow(s),veh/h/ln 1810 1716 1739 1755 1791 1864 1742 1900 1555 1810 0 1710 Q Serve(g_s), s 0.9 22.2 22.2 18.4 26.4 26.4 10.6 0.8 7.0 1.7 0.0 0.9 Cycle Q Clear(g_c), s 0.9 22.2 22.2 18.4 26.4 26.4 10.6 0.8 7.0 1.7 0.0 0.9 Prop In Lane 1.00 0.42 1.00 0.06 1.00 1.00 1.00 0.46
Lane Grp Cap(c), veh/h 662 1764 894 633 570 593 374 172 141 102 0 84 V/C Ratio(X) 0.03 0.51 0.51 0.79 0.66 0.66 0.78 0.08 0.84 0.24 0.00 0.15 Avail Cap(c_a), veh/h 662 1764 894 1391 802 835 764 281 230 202 0 84 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.83 0.83 0.83 0.90 0.90 0.90 0.90 0.90 0.90 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.4 20.7 20.8 58.7 51.5 51.5 56.5 54.1 29.7 58.7 0.0 59.2 Incr Delay (d2), s/veh 0.0 0.9 1.7 2.9 5.4 5.2 4.5 0.2 12.7 1.7 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 9.1 9.4 9.0 13.6 14.1 4.9 0.4 3.1 0.8 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.4 21.6 22.5 61.7 56.8 56.7 61.0 54.3 42.5 60.4 0.0 59.5 LnGrp LOS C C C E E E E D D E A E
Approach Vol, veh/h 1366 1273 423 38
Approach Delay, s/veh 22.0 58.7 55.6 60.1
Approach LOS C E E E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 27.9 72.6 18.4 11.0 53.4 47.2 11.8 17.6 Change Period (Y+Rc), s 4.5 5.8 4.5 4.6 5.8 * 5.8 4.5 5.8 Max Green Setting (Gmax), s 51.5 24.2 28.5 6.4 17.5 * 58 14.5 19.2 Max Q Clear Time (g_c+I1), s 20.4 24.2 12.6 2.9 2.9 28.4 3.7 9.0 Green Ext Time (p_c), s 3.1 0.0 1.4 0.0 0.0 13.0 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 42.1
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.