Agenda packet — Colton City Council, February 1, 2022 (part 7 of 8)

3765600 3765700 3765800 3765900 3766000 3766100 3766200 3766300 3766400 3766500 3765600 3765700 3765800 3765900 3766000 3766100 3766200 3766300 3766400 3766500 468800 468900 469000 469100 469200 469300 469400 469500 469600 469700 469800 469900 470000 470100 470200 470300 470400 470500 470600 468800 468900 469000 469100 469200 469300 469400 469500 469600 469700 469800 469900 470000 470100 470200 470300 470400 470500 34° 2' 21'' N
117° 20' 20'' W
34° 2' 21'' N
117° 19' 6'' W
34° 1' 47'' N
117° 20' 20'' W
34° 1' 47'' N
N
117° 19' 6'' W
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 200 400 800 1200
Feet
0 50 100 200 300
Meters
Map Scale: 1:5,110 if printed on B landscape (17" x 11") sheet.

Soil Map may not be valid at this scale.

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Packet Pg. 1548 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction

MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Soil Rating Lines
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Soil Rating Points
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.

Warning: Soil Map may not be valid at this scale.

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.

Please rely on the bar scale on each map sheet for map
measurements.

Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:

Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.

Soil Survey Area: San Bernardino County Southwestern Part, California
Survey Area Data: Version 11, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Apr 1, 2018—Jun 30, 2018
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.

Hydrologic Soil Group—San Bernardino County Southwestern Part, California Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
1/13/2020

Page 2 of 4 ends

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Packet Pg. 1549 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI GtC Greenfield sandy loam,
2 to 9 percent slopes
A 174.9 68.6%
HaC Hanford coarse sandy
loam, 2 to 9 percent
slopes
A 39.4 15.4%
MoC Monserate sandy loam,
2 to 9 percent slopes
C 33.7 13.2%
ShF Saugus sandy loam, 30
to 50 percent slopes
B 7.0 2.8%
Totals for Area of Interest 255.0 100.0%
Hydrologic Soil Group—San Bernardino County Southwestern Part, California Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
1/13/2020

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Packet Pg. 1550 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms.

The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows:

Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission.

Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture.

These soils have a moderate rate of water transmission.

Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.

Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission.

If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes.

Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie-break Rule: Higher
Hydrologic Soil Group—San Bernardino County Southwestern Part, California Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
1/13/2020

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Packet Pg. 1551 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction EXCERPT 4: CALTRANS I-215/BARTON ROAD INTERCHANGE HYDROLOGY MAP

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Packet Pg. 1552 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction

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Packet Pg. 1553 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Project)

INITIAL STUDY/MITIGATED NEGATIVE DECLARATION

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT

THIS PAGE INTENTIONALLY LEFT BLANK

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Packet Pg. 1554 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction

INITIAL STUDY/MITIGATED NEGATIVE DECLARATION

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT

APPENDIX F

NOISE MEMORANDUM

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Packet Pg. 1555 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Barton Road Bridge Removal and Road Construction Project Technical Noise Memorandum
Cities of Colton and Grand Terrace, San Bernardino County Federal Project No. BRLS 5065(024)
November 2020

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Packet Pg. 1556 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 2/24/2021
12/11/2020
12/11/2020
12/11/2020

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Packet Pg. 1557 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOVEMBER 2020

TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» i

TABLE OF CONTENTS
INTRODUCTION .................................................................................................................................. 1 PURPOSE AND NEED ......................................................................................................................... 1 Purpose of the Project ...................................................................................................................... 1 Need for the Project ......................................................................................................................... 1 PROJECT DESCRIPTION .................................................................................................................... 1 LOCAL REQUIREMENTS ................................................................................................................... 2 City of Colton .................................................................................................................................. 2 City of Grand Terrace ...................................................................................................................... 3 County of San Bernardino ............................................................................................................... 3 TRAFFIC NOISE IMPACT ................................................................................................................... 3 No Build Alternative ........................................................................................................................ 3 Build Alternative .............................................................................................................................. 3 CONSTRUCTION NOISE IMPACT .................................................................................................... 4 No Build Alternative ........................................................................................................................ 4 Build Alternative .............................................................................................................................. 4 CONSTRUCTION VIBRATION IMPACT .......................................................................................... 6 No Build Alternative ........................................................................................................................ 6 Build Alternative .............................................................................................................................. 6

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Packet Pg. 1558 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOVEMBER 2020

TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» ii

LIST OF TABLES
Table A: Typical Construction Equipment Noise Levels ....................................................................... 5 Table B: Vibration Damage Potential Threshold Criteria ...................................................................... 7 Table C: Vibration Annoyance Potential Criteria .................................................................................. 7 Table D: Vibration Source Amplitudes for Construction Equipment .................................................... 7 Table E: Summary of Construction Equipment and Activity Vibration ................................................ 8

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Packet Pg. 1559 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOVEMBER 2020

TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 1

INTRODUCTION
The Cities of Colton and Grand Terrace, in cooperation with California Department of Transportation (Caltrans), proposes to remove the Barton Road Bridge (State Bridge No. 54C0379), fill the area over the railroad track, and replace the bridge with a two-lane at-grade asphalt roadway that connects to the existing roadways to the east and west of the bridge. There is also the need to provide continuous pedestrian and bicycle access along this stretch of Barton Road through sidewalks and Class II bicycle lanes to meet the requirements of the Cities of Colton and Grand Terrace.

PURPOSE AND NEED
Purpose of the Project
The purpose of the project is to provide safe connectivity between La Cadena and the Barton Road/ Interstate 215 (I-215) interchange and to facilitate efficient access between the Cities of Colton and Grand Terrace.

Need for the Project
Barton Road Bridge was originally built in 1936 as a two-lane bridge over the Union Pacific Railroad (UPRR) railroad tracks (one lane in each direction). The bridge is structurally unsound and the 25-foot (ft) wide bridge deck does not provide adequate pedestrian or bicycle access. The sidewalk that exists on the bridge has been shut down for safety reasons. A review of the existing bridge’s As-Built plans shows the design philosophy of the bridge does not account for seismic loading, which is critical for public safety in California. The Bridge Inspection Report shows a low sufficiency rating of 58.8 due to low load rating and a roadway geometry that does not meet the current standards of the American Association of State Highway and Transportation Officials (AASHTO). The railroad tracks below the bridge have been abandoned and removed. There is no longer the need to span the railroad tracks with a bridge.

PROJECT DESCRIPTION
The Cities of Colton and Grand Terrace, in cooperation with Caltrans, propose to replace the existing two-lane Barton Road Bridge (which is approximately 175 ft long by 25 ft wide) on Barton Road over an abandoned UPRR single-track railway in Colton and Grand Terrace with a two-lane, at-grade asphalt roadway. Barton Road runs through both Colton and Grand Terrace. Improvements to Barton Road will begin at the east side of the Terrace Avenue intersection in Colton and extend to approximately 100 ft west of the intersection of Grand Terrace Avenue in Grand Terrace. The curbto-curb roadway width of 44 ft widens to approximately 70 ft west of Grand Terrace Avenue to tie into the improvements being made to the Barton Road/I-215 interchange. The total length of the roadway improvements is approximately 1,100 ft. The roadway will accommodate a 6 ft wide sidewalk on the north and south sides of Barton Road, an 8 ft wide striped Class II bicycle lane on each side of the roadway, and 14 ft wide travel lanes. Lane configurations transition to join existing improvements west of Grand Terrace Avenue.

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Packet Pg. 1560 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOVEMBER 2020

TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 2 Improvements include the following:
 Demolition and removal of the existing bridge, abutments, and retaining walls on Barton Road  Removal and reconstruction of the drainage outlet west of Grand Terrace Avenue  Construction of a drainage culvert across Barton Road in the vicinity of the abandoned tracks  Relocation of the Riverside Highland Water Company line, the City of Colton waterline, fiber optic cables, and a gas line in the existing bridge and roadway and relocation of overhead telephone lines along the north side of Barton Road
 Removal of approximately 5,500 cubic yards (cy) of soil, and fill of approximately 4,300 cy to bring the bridge area to grade
 Construction of an asphalt roadway and removal of the vertical crest curve, thereby improving stopping sight distance consistent with the Cities’ standards for Barton Road’s roadway classification
 Construction of curb ramps to Americans with Disabilities Act (ADA) standards at the intersection of Barton Road and Terrace Avenue
 Construction of 6 ft wide sidewalks and 8 ft wide Class II bike lanes on the north and south sides, respectively, of Barton Road within the project limits
 Construction of driveway approaches joining existing driveways in compliance with Grand Terrace and Colton city standards
 Removal of a retaining wall along the north side of the Baron Road right-of-way in front of Lineage Logistics
 Identification and provision of a construction staging area in the vicinity of the improvements  Closure of Barton Road between Terrace Avenue and Grand Terrace Avenue during construction and provision of a detour for traffic
The project will require approximately 0.60 acre of temporary construction easements and slope easements. The majority of improvements, with the exception of driveway grading to match the lowered street elevation, will be contained to within the Cities’ existing right-of-way. Approximately 4,500 square feet (sf) will be acquired to increase the right-of-way at the location of the existing bridge to 50 ft in each direction. Approximately 700 sf of permanent right-of-way acquisition will be needed in front of Assessor’s Parcel Number (APN) 027-522-316. The regional and project location map is provided on Figure 1 (all figures attached). Figure 2 shows the project features.

LOCAL REQUIREMENTS
City of Colton
Municipal Code. Section 18.42.050 of the City of Colton Municipal Code specifies that all activities shall be operated so as not to generate ground vibration by equipment other than motor vehicles, trains or by temporary construction or demolition that is perceptible without instruments by the average person at or beyond any lot line of the lot containing the activities.

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Packet Pg. 1561 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOVEMBER 2020

TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 3 The City of Colton does not have regulations pertaining to construction noise. Therefore, the County of San Bernardino’s construction noise regulations is applicable to this project and is discussed below.

City of Grand Terrace
Municipal Code. Section 8.108.040(c) of the City of Grand Terrace Municipal Code regulates the timing of construction activities. Noise sources associated with or vibration created by construction, repair or remodeling, or grading of any real property shall occur only between the hours of 7:00 a.m. and 8:00 p.m., Monday through Saturday. No construction shall be permitted outside of these hours or on Sundays and federal holidays.

County of San Bernardino
Municipal Code. Section 24.0707(e) of the County of San Bernardino Municipal Code exempts noise sources associated with construction, maintenance, and repair operations conducted by public agencies and/or utility companies or their contractors that are deemed necessary to serve the best interest of the public and to protect the public health, welfare, and safety. This exemption includes, without limitation, sound emanating from all equipment used by such personnel, whether stationary or mobile. Although noise generated from construction activities are exempted, construction activities should comply with Section 24.0706(d), which specifies that construction shall be prohibited between the hours of 7:00 p.m. and 7:00 a.m.

TRAFFIC NOISE IMPACT
No Build Alternative
No improvements other than routine roadway maintenance would be made to the Barton Road Bridge. Receptors located within the project area would not have a new traffic noise impact.

Build Alternative
The proposed project is not considered a Type 1 project because the proposed project would replace the existing two-lane Barton Road Bridge on Barton Road over an abandoned UPRR single-track railway with a two-lane, at-grade asphalt roadway. In addition, the following situations would exist:
 The proposed project would not construct a roadway at a new location.  The proposed project would not substantially alter the horizontal and vertical alignment of the existing roadway. Although the proposed project would alter the vertical alignment of Barton Road, the proposed project would not remove shielding at nearby receptors. Rather, it would provide more shielding at nearby receptors.
 The proposed project would not add any through-traffic lanes that function as a high-occupancy vehicle (HOV) lane, high-occupancy toll (HOT) lane, bus lane, or truck climbing lane.  The proposed project would not add an auxiliary lane.  The proposed project would not add or relocate interchange lanes or ramps added to a quadrant to complete an existing partial interchange.

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Packet Pg. 1562 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOVEMBER 2020

TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 4  The proposed project would not restripe existing pavement for the purpose of adding a throughtraffic lane or an auxiliary lane.  The proposed project would not add a new or substantially alter an existing weigh station, rest stop, ride-share lot, or toll plaza.

Based on the above information, the proposed project is not considered a Type 1 project as defined in 23 Code of Federal Regulations (CFR) 772.5. Therefore, the proposed project is considered a Type 3 project and a noise analysis is not required.

CONSTRUCTION NOISE IMPACT
No Build Alternative
No construction activities would occur under the No Build Alternative, and no short-term noise impacts would result.

Build Alternative
Two types of short-term noise impacts could occur during construction of the proposed project. First, construction crew commutes and the transport of construction equipment and materials to the site for the proposed project would incrementally increase noise levels on access roads leading to the site.

Although there would be a relatively high single-event noise exposure potential causing intermittent noise nuisance (passing trucks at 50 ft would generate up to a maximum of 84 A-weighted decibels [dBA]), the effect on longer-term (hourly or daily) ambient noise levels would be small. The grading and excavation phase would generate the most trips out of all the construction phases (i.e., 84 vehicles per hour or 171 vehicles per day). Barton Road would be used to access the project site. The existing hourly/daily traffic volumes on Barton Road are estimated to be 596/7,292. Construction-related traffic would increase traffic noise levels by up to 0.6 dBA. A noise level increase of less than 3 dBA would not be perceptible to the human ear in an outdoor environment. Therefore, no short-term construction-related impacts associated with worker commute and equipment transport to the project site would occur.

The second type of short-term noise impact is related to noise generated during roadway construction.

Construction is completed in discrete steps, each of which has its own mix of equipment and, consequently, its own noise characteristics. These various sequential phases would change the character of the noise generated on the site as well as the noise levels surrounding the site as construction progresses. Despite the variety in the type and size of construction equipment, similarities in the dominant noise sources and patterns of operation allow construction-related noise ranges to be categorized by work phase. Table A lists typical construction equipment noise levels recommended for noise impact assessments that are based on a distance of 50 ft between the equipment and a noise receptor and are taken from the 2006 Federal Highway Administration (FHWA) Roadway Construction Noise Model (RCNM).1

1 Federal Highway Administration (FHWA). 2006. Highway Construction Noise Handbook.

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Packet Pg. 1563 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction NOVEMBER 2020

TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 5 Table A: Typical Construction Equipment Noise Levels
Equipment Description Acoustical Usage Factor1 (%) Maximum Noise Level (Lmax) at 50 ft2
Backhoe 40 80
Compactor (ground) 20 80
Compressor 40 80
Crane 16 85
Dozer 40 85
Dump Truck 40 84
Excavator 40 85
Flatbed Truck 40 84
Forklift 20 85
Front-End Loader 40 80
Grader 40 85
Impact Pile Driver 20 95
Jackhammer 20 85
Pavement Scarifier 20 85
Paver 50 85
Pickup Truck 40 55
Pneumatic Tools 50 85
Pump 50 77
Rock Drill 20 85
Roller 20 85
Scraper 40 85
Tractor 40 84
Welder 40 73
Source: Table 9.1, Highway Construction Noise Handbook (FHWA 2006).

Note: The noise levels reported in this table are rounded to the nearest whole number. 1 The usage factor is the percentage of time during a construction noise operation that a piece of construction equipment is operating at full power. 2
The maximum noise levels were developed based on Specification 721.560 from the CA/T program to be consistent with the City of Boston, Massachusetts, Noise Code for the “Big Dig” project.

CA/T = Central Artery/Tunnel
FHWA = Federal Highway Administration
ft = foot/feet
Lmax = maximum instantaneous noise level
Typical noise levels at 50 ft from an active construction area range up to an 88 dBA maximum instantaneous noise level (Lmax) during the noisiest construction phases. The site preparation phase, which includes excavation and grading of the site, tends to generate the highest noise levels because the noisiest construction equipment is earthmoving equipment. Earthmoving equipment includes excavating machinery such as backfillers, bulldozers, and front-end loaders. Earthmoving and compacting equipment includes compactors, scrapers, and graders.

Project construction of the proposed project is expected to require the use of scrapers, bulldozers, and water trucks/pickup trucks. Noise associated with each type of construction equipment is estimated between 55 dBA Lmax and 85 dBA Lmax at a distance of 50 ft from the active construction area for the grading phase. As shown in Table A, the maximum noise level generated by each scraper is assumed to be approximately 85 dBA Lmax at 50 ft from the scraper in operation. Each bulldozer would generate approximately 85 dBA Lmax at 50 ft. The maximum noise level generated by water trucks/ pickup trucks would be approximately 55 dBA Lmax at 50 ft from these vehicles. Each doubling of the sound source with equal strength increases the noise level by 3 dBA. Each piece of construction equipment operates as an individual point source. The worst-case composite noise level during this phase of construction would be 88 dBA Lmax at a distance of 50 ft from an active construction area.

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TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 6 The closest residence is located approximately 90 ft from the project construction boundary and may be subject to short-term noise reaching 83 dBA Lmax generated by construction activities along the project alignment. Compliance with Caltrans Standard Specifications, Section 14-8.02 and the construction hours specified by the County’s Municipal Code will be required to minimize construction noise impacts on sensitive land uses adjacent to the project site. The County of San Bernardino prohibits construction activity between the hours of 7:00 p.m. and 7:00 a.m. In addition, Caltrans Standard Specifications, Section 14-8.02, specifies that noise levels from the Contractor’s operations, between the hours of 9:00 p.m. and 6:00 a.m., shall not exceed 86 dBA Lmax at a distance of 50 ft.

CONSTRUCTION VIBRATION IMPACT
No Build Alternative
No construction activities would occur under the No Build Alternative, and no short-term vibration impacts would result.

Build Alternative
Vibration generated by construction equipment can result in varying degrees of ground vibration, depending on the equipment. The operation of construction equipment causes ground vibrations that spread through the ground and diminish in strength with distance. Buildings on soil near an active construction area respond to these vibrations, which range from imperceptible to low rumbling sounds with perceptible vibrations and slight damage at the highest vibration levels. Typically, construction-related vibration does not reach vibration levels that would result in damage to nearby structures.

Table B shows the vibration damage potential threshold criteria for continuous/frequent intermittent sources from the Caltrans Transportation and Construction Vibration Guidance Manual1 . As shown
in Table B, the vibration damage potential threshold criteria for old buildings, older residential structures, and modern industrial buildings is 0.25 peak-particle velocity (PPV) (inches per second [in/sec]), 0.3 PPV (in/sec), 0.5 PPV (in/sec), respectively. In addition, Table C shows the vibration annoyance potential criteria for continuous/frequent intermittent sources from the same manual. As shown in Table C, the vibration annoyance potential criteria are: barely perceptible at 0.01 PPV (in/sec), distinctly perceptible at 0.04 PPV (in/sec), strongly perceptible at 0.1 PPV (in/sec), and severe at 0.4 PPV (in/sec). These thresholds were used to evaluate the potential for short-term construction-related ground-borne vibration during construction of the proposed project.

Table D shows the reference vibration levels at a distance of 25 ft for each type of standard construction equipment from the Caltrans Transportation and Construction Vibration Guidance Manual2
. Project construction is expected to use a large bulldozer and loaded truck, which would generate ground-borne vibration levels of 0.089 PPV (in/sec) and 0.076 PPV (in/sec), respectively, when measured at 25 ft. It should be noted that the project is not expected to use other vibration intensive equipment such as pile driving, jackhammering, or vibratory rollers.

1 California Department of Transportation (Caltrans). 2013. Transportation and Construction Vibration Guidance Manual. September. 2
Ibid.

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TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 7 Table B: Vibration Damage Potential Threshold Criteria
Structure and Condition
Maximum PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Extremely fragile historic buildings, ruins, ancient monuments 0.12 0.08 Fragile buildings 0.2 0.1
Historic and some old buildings 0.5 0.25
Older residential structures 0.5 0.3
New residential structures 1.0 0.5
Modern industrial/commercial buildings 2.0 0.5
Source: Table 19, Transportation and Construction Vibration Guidance Manual (Caltrans 2013).

Note: Transient sources create a single isolated vibration event, such as blasting or drop balls. Continuous/frequent intermittent sources include impact pile drivers, pogo-stick compactors, crack-and-seat equipment, vibratory pile drivers, and vibratory compaction equipment.

Caltrans = California Department of Transportation
in/sec = inches per second
PPV = peak particle velocity
Table C: Vibration Annoyance Potential Criteria
Human Response
Maximum PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Barely perceptible 0.04 0.01
Distinctly perceptible 0.25 0.04
Strongly perceptible 0.9 0.1
Severe 2.0 0.4
Source: Table 20, Transportation and Construction Vibration Guidance Manual (Caltrans 2013).

Caltrans = California Department of Transportation
in/sec = inches per second
PPV = peak particle velocity
Table D: Vibration Source Amplitudes for Construction Equipment Equipment Reference PPV at 25 ft (in/sec)
Vibratory roller 0.210
Large bulldozer 0.089
Caisson drilling 0.089
Loaded trucks 0.076
Jackhammer 0.035
Small bulldozer 0.003
Crack-and-seat operations 2.4
Source: Table 18, Transportation and Construction Vibration Guidance Manual (Caltrans 2013).

Note: Equipment and associated source vibration levels that are expected to be used on the project site are shown in bold.

Caltrans = California Department of Transportation
in/sec = inches per second
PPV = peak particle velocity

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TECHNICAL NOISE MEMORANDUM

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT \\vcorp12\projects\CNS1901\Product\Noise Tech Memo_20201120.docx «11/17/20» 8 The distance to the nearest buildings for vibration impact analysis is measured between the nearest off-site buildings and the project boundary (assuming the construction equipment would be used at or near the project boundary) because vibration impacts occur normally within the buildings.

The formula for vibration transmission is provided below.

PPVequip = PPVref x (25/D)1.5
Table E lists the projected vibration levels from various construction equipment expected to be used on the project site to the nearest buildings in the project vicinity. As shown in Table E, the nearest industrial building, residential building, and old industrial building is located 15 ft, 90 ft, and 25 ft, respectively, from the project site and would experience vibration levels of up to 0.191 PPV (in/sec),

0.013 PPV (in/sec), and 0.089 PPV (in/sec), respectively. Other industrial buildings in the project area are farther away and would experience lower vibration levels that would not exceed the Caltrans’ community annoyance threshold and damage threshold. These vibration levels would range from barely perceptible to strongly perceptible, which may result in community annoyance. However, these vibration levels would not exceed the damage potential threshold criteria for old buildings, old residential structures, and modern industrial buildings at 0.25 PPV (in/sec), 0.3 PPV (in/sec), and

0.5 PPV (in/sec), respectively. Therefore, no construction vibration impacts would occur and no vibration reduction measures are required.

Table E: Summary of Construction Equipment and Activity Vibration Land Use Direction Equipment/
Activity
Reference
Vibration
Level (PPV)
at 25 ft
Distance to
Building
(ft)
Vibration
Level
(PPV)
Industrial
(21700 Barton Road) North Large Bulldozer 0.089 15 0.191 Loaded Trucks 0.076 15 0.164
Industrial
(21800 Barton Road) North Large Bulldozer 0.089 35 0.054 Loaded Trucks 0.076 35 0.046
Residential Northeast Large Bulldozer 0.089 90 0.013
Loaded Trucks 0.076 90 0.011
Industrial South Large Bulldozer 0.089 25 0.089
Loaded Trucks 0.076 25 0.076
Old Industrial
Structure South Large Bulldozer 0.089 25 0.089
Loaded Trucks 0.076 25 0.076
Source: Compiled by LSA Associates, Inc. (2020).

Note: The vibration damage potential threshold criteria for old buildings, old residential structures, and modern industrial building is

0.25 PPV (in/sec), 0.3 PPV (in/sec), 0.5 PPV (in/sec), respectively. ft = foot/feet
in/sec = inches per second
PPV = peak particle velocity
Attachments: Figure 1 – Regional and Project Location Map Figure 2 – Project Features

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Packet Pg. 1567 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction §¨¦215

CENTER STREET
Project Location
SOURCE: USGS 7.5' Quad - San Bernardino South (1980), CA I:\CNS1901\GIS\MXD\ProjLoc.mxd (4/21/2020)
FIGURE 1
Barton Road Bridge Removal
and Road Construction Project
Regional and Project Location 0 1000 2000
FEET
LEGEND
Project Location
Federal Project No.: BRLS 5056(024)
San Bernardino
County
Riverside
County
Ã18
Ã330
Ã38
Ã210
Ã60
Ã91
Project
§¨¦15 Location
§¨¦215
§¨¦10
Project Vicinity

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Packet Pg. 1568 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Service Layer Credits:
027-522-324
027-522-344
027-522-358
027-522-325
027-522-362
027-522-326
027-522-364
027-522-322
116-712-107 116-712-103
116-712-106
116-705-102
116-712-102
116-712-104 116-705-118 116-705-115
LEGEND
Proposed Project Features
New Pavement
Curb/Gutter
Driveway
Toe of Slope
Sidewalk
Right-of-Way Acquisition
Slope/Drainage Easement
Temporary Construction Easement
Existing Right-of-Way/Parcel Boundaries
SOURCE: Nearmap (9/20/2019); CNS Engineering (3/31/2020); County of San Bernardino (4/2019) I:\CNS1901\GIS\MXD\Project Features.mxd (4/21/2020)
FIGURE 2
Barton Road Bridge Removal
and Road Construction Project
Project Features
Federal Project No.: BRLS 5056(024)
0 40 80
FEET

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Packet Pg. 1569 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction

INITIAL STUDY/MITIGATED NEGATIVE DECLARATION

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT

THIS PAGE INTENTIONALLY LEFT BLANK

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INITIAL STUDY/MITIGATED NEGATIVE DECLARATION

BARTON ROAD BRIDGE REMOVAL AND ROAD CONSTRUCTION PROJECT

APPENDIX G

TRAFFIC IMPACT ANALYSIS

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Packet Pg. 1571 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction City of Colton and City of
Grand Terrace
TRAFFIC STUDY REPORT:

BARTON ROAD BRIDGE REMOVAL AND ROAD

CONSTRUCTION PROJECT
FEDERAL AID PROJECT NO. BRLS 5065(024)
FEBRUARY 2020
Submitted to:

Caltrans District 8
Planning and Local Assistance
64 West 4th Street, 6th Floor (MS-760)
San Bernardino, CA 92401-1400
Prepared By:
3190 Shelby Street, Bldg. C
Ontario, CA 91764
T: 909.890.9693 | F: 909.890.9694
www.koacorp.com
JB74055

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Packet Pg. 1572 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction From: Burton, Aaron P@DOT
To: Carl Winter
Cc: Lynn Hayes; Victor Ortiz
Subject: Colton - 5065(024) - Approved Traffic Report
Date: Thursday, June 25, 2020 1:05:30 PM
Hi Carl,
Caltrans completed its review of the Traffic Report for the City of Colton’s project under FPN:
5065(024) and concurs with the content. The Traffic Report is now approved.

Sincerely,
Aaron P. Burton
Senior Environmental Planner
Local Assistance – Environmental Support
Department of Transportation, District 8
464 West Fourth Street, 6th Floor, MS 760
San Bernardino, CA 92401-1400
(909) 383-2841
From: Carl Winter (via Dropbox) <[email protected]>
Sent: Friday, June 19, 2020 11:29 AM
To: Burton, Aaron P@DOT <[email protected]>
Subject: Carl Winter shared "Barton Bridge Removal Project BRLS 5065(024)" with you EXTERNAL EMAIL. Links/attachments may not be safe.

Hi Aaron,
Carl Winter ([email protected]) invited you to edit the folder "Barton Bridge Removal Project BRLS 5065(024)" on Dropbox.

Carl said:
"Good morning, Please find at this link, the following documents for the Barton Bridge Removal Project, BRLS 5065(024) in the Cities of Colton and Grand Terrace, San Bernardino County, California. Traffic Study

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Packet Pg. 1573 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Report (February 2020) Initial Site Assessment (October 2019) Please let me know if you have any issues accessing, viewing or downloading these reports. At your convenience, please confirm your receipt and ability to access or if you require them to be provided in an alternate format Thank you for your attention to this submittal. Carl Winter LSA (951) 781-9310 [email protected] "
Go to folder
Enjoy!
The Dropbox team
Report to Dropbox © 2020 Dropbox

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Packet Pg. 1574 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE
3190 Shelby Street, Bldg C, Ontario, CA 91764
T: (909) 890-9693 | F: (909) 890-9694 | www.koacorp.com

MONTEREY PARK ORANGE ONTARIO SAN DIEGO LA QUINTA
February 13, 2020
Victor Ortiz, PE
City of Colton
Department of Public Works
160 South 10th Street
Colton, CA 92324
Subject: Traffic Study Report for the Barton Road Bridge Removal and Road Construction Project in the City of Colton and City of Grand Terrace
Dear Mr. Ortiz:

KOA is pleased to present the attached Traffic Study report for the Barton Road Bridge Removal and Road Construction Project in the cities of Colton and Grand Terrace. The subject project consists of replacing an existing two-lane bridge on Barton Road, spanned over the abandoned Union Pacific (UPRR) railroad tracks, with filled earthwork and a new at-grade, widened two-lane roadway with roadside pedestrian and bicycle accessways. This report documents the findings of a traffic forecast analysis to determine the future traffic volumes through the area during the Project’s planned opening year of 2023, and the regional horizon year of 2045. The traffic study has been prepared to meet the traffic study requirements of the City of Colton and City of Grand Terrace.

The report is being submitted to you for review and processing. Please contact our office if you have any questions regarding the analysis, or if you require any additional information or clarifications to complete your submittal for the other supporting technical studies and/or the environmental document.

It has been a pleasure to prepare this study for the City of Colton and City of Grand Terrace.

Sincerely,
KOA Corporation
Ming Guan, PE, TE
Project Manager

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Packet Pg. 1575 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY ........................................................................................................ 1

2.0 INTRODUCTION .................................................................................................................... 1 Project Description ........................................................................................................................................................... 22

3.0 METHODOLOGY ................................................................................................................. 55

2.1 Study Timeframes ...................................................................................................................................................... 55

2.2 Study Locations .......................................................................................................................................................... 55

2.3 Traffic Analysis Methodologies ............................................................................................................................ 55

4.0 EXISTING CONDITIONS .................................................................................................... 77

4.1 Roadway System ........................................................................................................................................................ 77

4.1.1 La Cadena Drive ................................................................................................................................................................ 77

4.1.2 Terrace Avenue .................................................................................................................................................................. 77

4.1.3 Grand Terrace Road ......................................................................................................................................................... 77

4.1.4 Barton Road ........................................................................................................................................................................ 77

4.2 Existing Lane Configuration .................................................................................................................................. 88

4.2.1 La Cadena Drive and Barton Road ............................................................................................................................. 88

4.2.2 North Leg of Terrace Avenue and Barton Road ...................................................................................................... 88

4.2.3 South Leg of Terrace Avenue and Barton Road ...................................................................................................... 88

4.2.4 Grand Terrace Road and Barton Road ....................................................................................................................... 88

5.0 EXISTING CONDITIONS TRAFFIC ANALYSIS ............................................................... 99 Existing Consolidated Accident Data ................................................................................................................... 1212

6.0 FUTURE YEAR CONDITION YEARS 2023 AND 2045 ............................................. 1212 Future Traffic Volumes Forecast Methodology ............................................................................................... 1313 Level of Service Results ............................................................................................................................................. 1616

7.0 TRANSPORTATION MANAGEMENT PLAN (TMP) ................................................. 2020

8.0 SUMMARY .......................................................................................................................2323 APPENDIX A – TRAFFIC VOLUME COUNTS
APPENDIX B – SEGMENT VOLUME COUNTS
APPENDIX C – REPORT SHEETS

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Packet Pg. 1576 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE

LIST OF FIGURES
Figure 1 - Project Site Overview ............................................................................................................................................ 3 Figure 2 - Project Study Area .................................................................................................................................................. 4 Figure 3 - Existing Traffic Volumes ..................................................................................................................................... 11 Figure 4 - Collision Location ................................................................................................................................................ 12 Figure 5 - Map of Cumulative Projects in City of Colton and Grand Terrace .................................................... 15 Figure 6 - 2023 Opening Year Traffic Volumes ............................................................................................................. 18 Figure 7 - 2045 Build-out Year Traffic Volumes ............................................................................................................ 19 Figure 8 - Detour Routes ........................................................................................................................................................ 21

LIST OF TABLES
Table 1: Level of Service Description ......................................................................................................................................... 55 Table 2: Intersection Levels of Service ...................................................................................................................................... 66 Table 3: Roadway Segment Level of Service Definitions ................................................................................................... 66 Table 4: Annual Average Daily Traffic Volumes (AADT) and Truck Percentages ..................................................... 99 Table 5: Annual Average Daily Traffic Volumes (AADT) and Truck Percentages ................................................ 1010 Table 6 Daily Peak Hour Volumes .......................................................................................................................................... 1010 Table 7: Existing Peak Hour Intersection Conditions...................................................................................................... 1010 Table 8: Demographics and Growth Forecasts using SCAG 2012-2040 RTP/SCS .............................................. 1313 Table 9: List of Cumulative Developments (within a 1.5-mile radius) ......................................................................... 14 and Associated Daily Trip Generation
Table 10: Opening Year and Horizon Year Traffic Forecasts ....................................................................................... 1616 Table 11: Opening Year and Horizon Year Traffic Segment ADT .............................................................................. 1616 Table 12: Opening Year and Horizon Year Traffic Segment ADT .............................................................................. 1717 Table 13: Daily Peak Hour Volumes ...................................................................................................................................... 2020 Table 14: 2023 Opening Year Queue Analysis at Signalized Intersections............................................................ 2222

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Packet Pg. 1577 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 1

1.0 EXECUTIVE SUMMARY
This traffic forecasting and volumes report has been prepared to support the California Environmental Quality Act (CEQA) and National Environmental Policy Act (NEPA) documentation for the Barton Road Bridge Removal and Road Construction Project located in the city of Colton at the southerly city limit with the neighboring city of Grand Terrace. The City of Colton is proposing to replace an existing 175-foot-long by 25-foot-wide, two-lane bridge on Barton Road, located approximately ¼ mile east of La Cadena Drive and ¼ mile west of the I-215 Freeway interchange. The ultimate design will involve filling in the abandoned railroad span, and creating a new at-grade, widened two-lane roadway with roadside pedestrian and bicycle accessways. This traffic analysis provides the results of evaluations of local and regional planning documents, as well as recent field-collected traffic volume data, as the basis for the traffic volumes forecast. The findings of this report will be compiled and submitted to the related subject matter professionals in support of the Project’s environmental clearance in order to determine the extent to which the project could contribute to, or is subject to, potential growth-related impacts on environmental resources of concern (e.g., air quality, noise).

The scope of the study includes an existing year (2019) traffic volumes summary, as well as a Build-versusNo Build traffic forecast analysis for the planned opening year of the project (2023) and the 20-year horizon year of 2045. The study area boundary for the traffic forecast analysis includes the 0.33-mile length of roadway west and east of the Barton Road Bridge, including four (4) intermediate and end-node study intersections between S. La Cadena Drive and Grand Terrace Road, which are the most likely to be affected by the bridge removal and road construction project. The study boundaries and forecast timeframes were determined based upon the location of the project in relation to the surrounding roadway system and existing and reasonably foreseeable development.

The appendices of this report contain background material for this study. These materials include traffic counts, analysis material, and other project details.

2.0 INTRODUCTION
Barton Road Bridge was originally built in 1936 as a two-lane bridge over the Union Pacific (UPRR) railroad tracks (one lane in each direction). The bridge has been determined to be structurally unsound and the 25- foot-wide bridge deck does not provide adequate pedestrian or bicycle access. The sidewalk that exists on the bridge has been shut down for safety reasons, and there is no longer a need to span the railroad tracks with a bridge. The Cities of Colton and Grand Terrace, in cooperation with California Department of Transportation (Caltrans), are proposing to remove the bridge (State Bridge No. 54C0379), fill the area over the abandoned railroad track, and replace the bridge with a two-lane at-grade asphalt roadway, widened with bicycle lanes and pedestrian sidewalks, to connect to the existing roadways to the east and west of the existing bridge. There is also the need to provide continuous pedestrian and bicycle access along this stretch of Barton Road through sidewalks and Class II bicycle lanes to meet the requirements of both the Cities of Colton and Grand Terrace.

This traffic forecast and volumes study report documents the traffic volumes data, assumptions and methodologies used to develop the future traffic volumes for the Barton Road Bridge Removal and Road Construction Project. The purpose of the study is to provide a traffic forecast and vehicle mix analysis of the

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Packet Pg. 1578 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 2
average daily roadway traffic (ADT) and intersection AM/PM peak hour traffic volumes anticipated under the Project’s opening year of 2023, and the regional 20-year horizon/design year of 2045. The findings of this report will provide the requisite technical traffic volumes supporting information for the air and noise analysis components of the environmental document.

Traffic counts were taken at the study intersections in August of 2019 during the weekday AM and PM peak hours, while local schools were in session. ADT traffic counts were conducted in August of 2019 with Vehicle classification. The analysis was completed for the 2019, 2023 and 2045 design year condition.

Project Description
The project site is located on the boundary line between the cities of Colton and Grand Terrace, between the intersections of Terrace Avenue and Grand Terrace Road. Barton Bridge was initially built as a two-lane bridge with a span of 175 feet in length and an approximate width of 25 feet. Located below the existing bridge is an abandoned railroad track with right-of-way still owned by Union Pacific Railroad. The Project Site Plan, figure 1, includes a proposed a new paved roadway with curb and gutter, sidewalks, bike lanes, and any other related curbside improvements. On-street parking will not be permitted on the new section of Barton Road. Full access to the adjacent driveways on both sides of the existing bridge will be maintained as part of the proposed improvements.

Figure 1 shows a map of the project vicinity location and provides a description of the proposed project, including study area roadways, roadway configuration, and adjacent land use.

Figure 2 illustrates the study area and locations where recent traffic volume counts were collected.

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Packet Pg. 1579 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 3
FIGURE 1

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Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 4

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Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 5

3.0 METHODOLOGY
This section documents the methodologies and assumptions used to conduct the quantitative traffic analysis for the final construction alternative. This section contains the following background information:

2.1 Study Timeframes
The study presents average daily traffic volumes (ADT), peak hour traffic volumes, average delay and level of service (LOS) analysis, and queuing analysis for several critical roadways for the following periods:
 Existing Year (2019)
 Opening Year (2023)
 Build Out Year (2045)

2.2 Study Locations
The following roadways are analyzed in this study. Traffic data for these roadways was collected using 24- hour tube traffic counts, conducted in August 2019.
 Barton Road between La Cadena Drive and Grand Terrace Road In addition, the following intersections in the study area are evaluated. AM and PM peak hour turning movement traffic counts were conducted at these locations in August 2019  Barton Road and La Cadena Drive
 Barton Road and Terrace Avenue
 Barton Road and S. Terrace Avenue
 Barton Road and Grand Terrace Road
All traffic count data used in this study was collected by Aim TD LCC and is compiled in Appendix A of this report.

2.3 Traffic Analysis Methodologies
Street system operating conditions are typically described in terms of “level of service.” Level of service is a report-card scale used to indicate the quality of traffic flow on roadway segments and at intersections. Level of service (LOS) ranges from LOS A (free flow, little congestion) to LOS F (forced flow, extreme congestion).

Table 1 gives brief definitions of Level of Service.

TABLE 1: LEVEL OF SERVICE DESCRIPTION
Level of Service Traffic Description
A Excellent, Light Traffic
B Good, Light to Moderate Traffic
C Moderate Traffic, with Insignificant Delay
D Heavy Traffic, with Significant Delay
E Severe Congestion and Delay
F Failed, Indicated Levels Cannot Be Handled
The study was conducted to conform to analysis standards and parameters established by the City of Colton.

City guidelines prescribe the use of the Highway Capacity Manual (HCM 2016) methodology in determining

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Packet Pg. 1582 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 6
the level of service for signalized intersections. The Highway Capacity Manual is a publication of the Transportation Research Board, a research agency affiliated with the Federal Government. Chapter 9 of the HCM is devoted to analysis of signalized intersections. The methodology in the HCM 2016 for signalized intersections is based upon measurements or forecasts of control delay for traffic utilizing all approaches to the intersection.

Under the HCM methodology, level of service for signalized intersections is based on the average time (seconds) that vehicles entering an intersection are delayed. Table 2 shows the relationship between level of service and the performance measures for signalized and unsignalized intersections, and lists the HCM delay criteria for signalized and unsignalized intersections.

TABLE 2: INTERSECTION LEVELS OF SERVICE
Level of Service Signalized Intersection Control
Delay (in sec/veh)
Unsignalized Intersection Control
Delay (in sec/veh)
A 0 – 10 0 – 10
B 10.1 – 20 10 – 15
C 20.1 – 35 15 – 25
D 35.1 – 55 25 – 35
E 55.1 – 80 35 – 50
F 80.1 50 or more
City of Colton guidelines indicate that LOS D or better is an acceptable level of service for intersections. Any intersection operating at LOS E or F is considered to be unacceptable, which the project may need to implement traffic management measures to provide acceptable levels of service during construction activities.

To determine service levels on study area roadway segments, we compared the appropriate average daily traffic thresholds for level of service to the daily capacity of the study area roadway segments, and the existing and future volumes in the study area. The thresholds for determining level of service used in this analysis are summarized in Table 3 below.

TABLE 3: ROADWAY SEGMENT LEVEL OF SERVICE DEFINITIONS
This report summarizes the analysis for the existing year 2019, 2023 and 2045 design year under two conditions, including: (1) Existing build, (2) Opening year, and (3) Buildout Year. The use of Synchro/ SimTraffic software was used to determine the Level of Service (LOS) of the study intersection and queuing on the east and west leg of the study intersections. These include 95th percentile queue analysis during peak travel periods/hours. The values for 95th percentile queue represent the queue exceeded during only 5% of the traffic signal cycles, typically once during a typical peak period. These values will be used to evaluate the need to either construct a 4-lane temporary road or have a partial closure with a total of 2 lanes.

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Packet Pg. 1583 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 7

4.0 EXISTING CONDITIONS
This section summarizes the existing baseline traffic data, and documents the applied methodologies used to develop the forecast traffic volume projections.

4.1 Roadway System
Streets in the project vicinity that will be affected by the proposed removal of Barton Road Bridge and pavement construction project include La Cadena Drive, Terrace Avenue, Grand Terrace Road, and Barton Road.

4.1.1 La Cadena Drive
La Cadena Drive is a north-south, four-lane roadway divided by a raised median. The posted speed limit in the study area is 50 miles per hour (MPH). La Cadena Drive is the only Divided Major Highway in the city of Grand Terrace and runs along the boundary of the two cities. The roadway continues into downtown Grand Terrace and Laurel Street in the city of Colton; refer to Figure 2. A Divided Major Highway, such as La Cadena Drive, consists of a 120-foot right-of-way with a divided 64-foot improved section and a raised median. La Cadena Drive connects the city of Grand Terrace to the city of Colton to the north and connects to the city of Riverside to the south. According to the Land Use Plans of City of Colton and City of Grand Terrace, the land uses along La Cadena Drive are light industrial and industrial park zones, respectively.

4.1.2 Terrace Avenue
Terrace Avenue is a north-south, two-lane roadway; it is classified as a Local Street in the city of Colton and the city of Grand Terrace. The “prima facie” speed limit for this study area is 25 MPH. Terrace Avenue is divided into two street segments by Barton Road where the north segment extends along the boundary of city of Grand Terrace and city of Colton, and the south segment continues into the city of Colton. This street provides direct access to residential neighborhoods. With a 60-foot right-of-way and a 36-foot improved section, Local Streets have direct residential lots fronting onto them and are the standard street category within residential neighborhoods. According to both City of Colton and City of Grand Terrace Land Use Plan, the land uses along Terrace Avenue are light industrial and industrial park zones, respectively.

4.1.3 Grand Terrace Road
Grand Terrace Road is a north-south, two-lane roadway. It is located approximately 550 feet east of the project site. The posted speed limit in the study area is 25 MPH. Grand Terrace Road is one of the Collector Streets in the city of Grand Terrace and extends partially into the city of Colton and along the boundaries of the two cities; refer to Figure 2. With a 66-foot right-of-way and a 44-foot improved section, this category of highway connects local traffic with residential neighborhoods and the arterial highway network. According to the Land Use Plans of the two cities, the land uses along Grand Terrace Road are medium density residential and industrial zones.

4.1.4 Barton Road
Barton Road is an east-west, four-lane roadway. The posted speed limit in the study area is 40 MPH. This is one of the Major Highways in the city of Grand Terrace and it provides service to non-local commuters as well as limited local access to the public. Major Highways have a 100-foot right-of-way with a 72-foot improved section. The roadway classification is characterized with four travel lanes, minimal curb cuts, and signalized intersections. Barton Road also provides direct access to the regional freeway Interstate 215 and

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commercial corridors; it runs along Barton Road through the city of Grand Terrace. Barton Road continues into the city of Colton with most of its land uses designated as general commercial and low density residential zones.

4.2 Existing Lane Configuration
Data including lane configuration, speed limit, roadway classification, and right-of-way were collected and verified in the field for the study roadways. This data was taken into consideration during the evaluation of the existing conditions.

4.2.1 La Cadena Drive and Barton Road
The signalized intersection of La Cadena Drive and Barton Road is located approximately 970 feet west of the existing Barton Road Bridge end. The staggered intersection consists of the following:
 Two northbound lanes and protected left turn lane
 Two southbound lanes and protected left turn lane
 One eastbound lane with a channelized right turn lane

4.2.2 North Leg of Terrace Avenue and Barton Road
The stop-controlled intersection of Terrace Avenue and Barton Road is located approximately 650 feet west of the existing Barton Road Bridge. The staggered intersection consists of the following:
 One southbound lane

4.2.3 South Leg of Terrace Avenue and Barton Road
The stop-controlled intersection of Terrace Avenue and Barton Road is located approximately 650 feet west of the existing Barton Road Bridge. The staggered intersection consists of the following:
 One northbound lane

4.2.4 Grand Terrace Road and Barton Road
The stop-controlled intersection of Grand Terrace Road and Barton Road is located approximately 550 feet east of the existing Barton Road Bridge. The “T” intersection consists of the following:
 One northbound lane
 One southbound lane

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5.0 EXISTING CONDITIONS TRAFFIC ANALYSIS
The existing traffic volume data serves as a baseline by which the future traffic volume projections are determined. In accordance with the direction of the City of Colton, a study area spanning the roadway segment on Barton Road between S. La Cadena Drive and Grand Terrace Road was defined, covering the vicinity of the proposed project where a significant traffic impact could occur.

The roadway segment of Barton Road between S. La Cadena Drive and Grand Terrace Road was also analyzed in this study. All traffic count data evaluated in this study was collected by AimTD, LLC in August of 2019 and is compiled in Appendix A of this report. Intersection turning movement traffic volume counts collected at study intersections were taken during typical weekday AM and PM peak hours while local schools were in session.

Table 4 below summarizes Average Annual Daily traffic volumes and truck percentage by classification, including sum of all vehicles in each/both directions. Figure 3 illustrates the existing daily and peak hour traffic volumes.

Table 5 presents the resulting study street segment average daily traffic volumes (ADT’s) for Year 2019.

From the collected ADT counts, we looked at the peak hour volumes for the east- and westbound approaches along Barton Road at Barton Road Bridge; Table 5 summarizes the peak hour counts. Appendix B contains the count data for these locations.

TABLE 4: ANNUAL AVERAGE DAILY TRAFFIC VOLUMES (AADT) AND TRUCK PERCENTAGES Road Segment: Barton Road Between S. La Cadena Drive &
Grand Terrace Road
Direction: Eastbound Westbound
Vehicle Type % of
Total Counts PCE factor1 Total % of Total Counts PCE factor1 Total

PASSENGER
VEHICLES 80.7% 3,006 1 3006 77.4% 2,760 1 2,760
2-AXLE TRUCKS 10.8% 401 1.97 790 13.0% 464 1.97 914
3+ AXLE TRUCKS 8.5% 318 1.97 627 9.6% 343 1.97 676
Total: 3,725 Adjusted
PCE 4,423 Total: 3,567 Adjusted
PCE 4,350

ADT
(2-way): 7,292
Adjusted
PCE
(2-way)
8,776
Note 1: Passenger car equivalent, HCM 6th Edition, Exhibit 12-27

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Packet Pg. 1586 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 10
As shown in Table 5, currently, Barton Road segment operate at acceptable levels of service of B.

TABLE 5: ANNUAL AVERAGE DAILY TRAFFIC VOLUMES (AADT) AND TRUCK PERCENTAGES Segment 2019 Existing
Classification Capacity ADT V/C LOS
Barton Road Segment 2L Arterial 18,000 7,292 0.41 B
TABLE 6 DAILY PEAK HOUR VOLUMES
Existing 2018 AM Peak Hour Volume
Approach Direction Existing 2023 Est.

Barton Road Segment
EB 302 454
WB 294 396
Existing 2018 PM Peak Hour Volume
Approach Direction Existing 2023 Est.

Barton Road Segment
EB 333 503
WB 308 426
Table 7 summarizes the results of the intersection level of service analysis for the existing (2019) conditions.

As shown in the table, all of the study intersections currently operate at acceptable levels of service in the AM and PM peak hours. Appendix B contains the analysis worksheets for existing conditions.

TABLE 7: EXISTING PEAK HOUR INTERSECTION CONDITIONS
Intersection Peak
Hour Control
Existing-2019
Delay 1 LOS
Barton Road at La Cadena Drive
AM
Signal

25.3 C
PM 24.7 C
Barton Road at North Leg
Terrace Road
AM
TWSC

12.9 B
PM 12.4 B
Barton Road at South Leg
Terrace Road
AM
TWSC

15.8 C
PM 22.5 C
Barton Road at Grand Terrace
Road
AM
TWSC

12.4 B
PM 13.8 B
Note 1: Delay is in seconds per vehicle average

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Packet Pg. 1587 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 11

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Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 12
Existing Consolidated Accident Data
As part of the scoping for this traffic forecasting, the City of Colton requested that an accident analysis be conducted to identify any evidence of existing, on-going, or potential future accident problems with respect to the project.

The last available accident data from the last three years (2016-2018) for the study area intersections and roadway segments was obtained from the Transportation Injury Mapping System (TIMS). TIMS is a webbased data query program maintained by researchers at the Safe Transportation Research and Education Center (SafeTREC) at the University of California, Berkeley, which allows searching and mapping of traffic safety and accident data from local agencies, such as the City of Colton and City of Grand Terrace Police Department’s collision records data, which it submits to the California Statewide Integrated Traffic Records System (SWITRS). A data query of the TIMS database revealed that three (3) non-fatal accidents occurred within the study area over the last three years on Barton Road, between La Cadena Drive and Terrace Avenue.

FIGURE 4: REPORTED TRAFFIC COLLISIONS IN PROJECT VICINITY

6.0 FUTURE YEAR CONDITION YEARS 2023 AND 2045
The objective of analyzing the Year 2023 conditions is to estimate the construction year ADT and analyze peak hour traffic conditions to determine traffic impacts and migrations. Buildout year 2045 was analyzed to determine peak hour traffic conditions and traffic impacts.

The 2019 volumes have been adjusted by a total of 6%, with an assumption of 1.47% ambient growth per year to analyze the construction conditions in 2023.

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Packet Pg. 1589 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 13
Future Traffic Volumes Forecast Methodology
This section presents an overview of methodologies used in this forecasting. The Southern California Association of Governments’ (SCAG) Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS) provides regional growth forecasts used to develop regional plans. The regional growth forecast uses recent and past trends with key demographic and economic assumptions which can be used for regional traffic forecast purposes. SCAG’s Regional Growth Forecast includes three major indicators:
population, households and employment. SCAG projects the region will add 3.8 million residents, 1.5 million households, and 2.4 million jobs over the RTP/SCS planning horizon (2012-2040). Population and households are projected to grow at the annual average growth rate of 0.7 percent until 2045, while employment grows at two percent until 2020, and then at 0.7 percent thereafter.

Using the Jurisdictional Forecast table, the values were gathered from the 2012 year and 2040 projected year. As shown on Table 8, the growth rate for population, household, and employment were calculated. Our forecast growth rate for City of Colton and City of Grand Terrace values will be the average of all 3 projected values from both cities.

TABLE 8 - DEMOGRAPHICS AND GROWTH FORECASTS USING SCAG 2012-2040 RTP/SCS Population Household Employment
City of Colton
Year: 2012 2040 2012 2040 2012 2040
Volume: 52,800 69,100 15,000 20,800 16,800 29,200
Growth Rate
(per year): 0.97% 1.17% 1.99%
City of Grand Terrace
Year: 2012 2040 2012 2040 2012 2040
Volume: 12,200 14,200 4,400 5,700 2,200 5,300
Growth Rate
(per year): 0.54% 0.93% 3.19%

Average Annual
Growth Rate: 1.47%
Listings of potential cumulative projects located in the study area that might be developed or under construction within the study time frame were obtained from the City of Colton and City of Grand Terrace.

Table 3 shows a list of cumulative developments in the area within a 1.5-mile radius which will add traffic across the bridge in 2023 and 2045. Figure 4 identifies cumulative developments within 1.5 miles from project site. The trip distribution patterns for the cumulative projects were based on engineering judgment throughout the study area.

Table 9 identifies cumulative development projects and Figure 5 shows the locations of all applicable cumulative projects, based on the combined trip generation and distribution.

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Packet Pg. 1590 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 14
TABLE 9: LIST OF CUMULATIVE DEVELOPMENTS (WITHIN A 1.5-MILE RADIUS) AND ASSOCIATED DAILY TRIP

GENERATION
City of Colton Weekday
AM Peak
Hour
PM Peak
Hour
In Out In Out
1 La Cadena Dr. Housing
Improvements*
424 Multi-Family Units 2,873 64 156 161 92
450 Single Family Units 4,375 86 252 289 170
2 Gateway Sign/Station 215* Commercial Improvements 2,464 76 73 86 82 3 Tropical Ranch Commerce
Center* 266,030 SF Warehouse 794 43 16 17 3
4 Roquet Ranch* Multiple Improvements 10,021 238 581 617 374 5 300 W. Litton 86 Single Family Units 850 17 50 56 33
6 779 S 5th Street 19 Multi-Family Units 129 2 10 7 4
7 Colton Community Soccer
Park* Soccer Park 257 0 0 87 45
City of Grand Terrace
8 Grand Terrace Town Square* 154,305 SF Retail 9,273 356 292 412 446 9 22394 and 22040 Van Buren
Street
17 Two-Story Residential
Homes 160 3 10 11 6
10 12569 Michigan Street
Two, One-Story Residential
Homes, Two Single Family
Lots
5 1 2 1 1
11 11832 and 11834 Burns
Avenue
Single Family Residence and
Secondary Dwelling Unit 2 1 1 1 0
12 22805 Barton Road 4,453 SF Medical office 160 22 8 14 21 13 22085 Commerce Way 7,403 SF Animal Clinic 164 22 8 18 21 14 22881 Barton Road
2,589 SF Commercial 101
104 99 48 48
4998 SF Commercial 194
15 11830 Mt Vernon Ave 35 Condos 237 10 7 13 8
16 Colton Center Street
Warehouse* 1901 West Center Street 257 12 5 15 6
17 California Recyclers* Recycling Center 494 50 24 15 45 18 Barton Road & Vivienda
Avenue* Retail 508 22 21 18 17
* Indicates traffic volumes obtained from the proposed development project’s traffic study.

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Packet Pg. 1591 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 15
FIGURE 5: CUMULATIVE COMMERCIAL AND RESIDENTIAL PROJECTS IN THE CITIES OF COLTON AND

GRAND TERRACE
Table 10 shows the 2023 (interpolated), and 2045 (interpolated) volume with the projected SED growth from 2019-2023 and from 2023-2045 projected incremental growth factors.

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Packet Pg. 1592 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 16
TABLE 10: OPENING YEAR AND HORIZON YEAR TRAFFIC FORECASTS Projected 2023 Projected 2045

EB WB EB WB
% of
Total Counts % of Total Counts % of Total Counts % of Total Counts

80.7% 6,505 77.4% 5,359 80.7% 9,289 77.4% 7,653

10.8% 868 13.0% 901 10.8% 1,239 13.0% 1,287

8.5% 688 9.6% 666 8.5% 982 9.6% 951
Total 8,060 Total 6,926 Total 11,511 Total 9,891
ADT 14,986 ADT 21,401
Notes:
1 Adjusted per SCAG 2012 RTP baseline
2 Vol: Average Daily Traffic Volume (vehicle per day, two-way) 3 Average Daily Traffic (vehs/day)
Level of Service Results
Projects trips were added to the existing conditions analysis to provide a project impact analysis for opening year and buildout year. Table 11 identifies level of service for the intersections of Barton Road. Existing conditions at Barton Road at Grand Terrace Road is controlled by an all way stop sign. Future improvements indicate a signal will be installed.

TABLE 11: OPENING YEAR AND HORIZON YEAR TRAFFIC SEGMENT ADT Intersection Peak
Hour Control
2023 2045
Delay 1 LOS Delay 1 LOS
Barton Road at La Cadena Drive
AM
Signal

52.3 D 52.3 F
PM 33.3 C 33.3 C
Barton Road at North Leg
Terrace Road
AM
TWSC

15.1 C 21.7 C
PM 15.0 C 25.9 D
Barton Road at South Leg
Terrace Road
AM
TWSC

16.2 C 25.9 D
PM 28.0 D 131.6 F
Barton Road at Grand Terrace
Road
AM
Signal

26.9 C 59.9 E
PM 19.8 B 26.0 C

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Packet Pg. 1593 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 17
As shown in the table, all of the study intersections currently operate at acceptable levels of service in the AM and PM peak hours during opening year. Buildout year shows level of service of F at the leg of S Terrace Ave.

Table 12 shows that Barton Road segment will operate at acceptable levels of service of B during opening year. Buildout year level of service will operate at F.

TABLE 12: OPENING YEAR AND HORIZON YEAR TRAFFIC SEGMENT ADT Segment

2023 Opening year
Classification Capacity ADT V/C LOS
Barton Road Segment 2L Arterial 18,000 14,986 0.83 D

Segment

2045 Build out year
Classification Capacity ADT V/C LOS
Barton Road Segment 2L Arterial 18,000 21,401 1.19 F
Figures 6 and 7 show the Cumulative Traffic Volumes for Opening Year 2023 and Buildout Year 2045.

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Packet Pg. 1594 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 18

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Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 19

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Packet Pg. 1596
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 20

7.0 TRANSPORTATION MANAGEMENT PLAN (TMP)
Caltrans Transportation Management Plan (TMP) guidelines are used for the planning of construction activities for the maintenance of traffic to reduce congestion and vehicle delay for drivers. These guidelines help establish planned start and stop times for activities for time restricted construction, maintenance/night work that requires temporary lane closures, and re-opening. On Caltrans-maintained freeway and expressway facilities, time of day, week, and number of temporary lane closures allowed is estimated based on a minimum serviceable threshold of 1,500 vehicles per hour per lane (vphpl) in each direction.

From the collected ADT counts, we looked at the peak hour volumes for the east- and westbound approaches along Barton Road. Table 13 summarizes the study location peak hour period per approach for a future year 2023 forecast.

TABLE 13: DAILY PEAK HOUR VOLUMES
Existing 2019 AM Peak Hour Volume
Approach Direction/Date AVG. 2023 EST.

Barton Road Segment
EB 302 382
WB 294 371
Existing 2019 PM Peak Hour Volume
Approach Direction/Date AVG. 2023 EST.

Barton Road Segment
EB 333 416
WB 308 395
The highest observed peak approach volumes for the eastbound direction occurs during the PM peak hour (333 vehicles) and in the westbound direction occurs during the PM peak hour (308 vehicles). Based on ADT peak volumes counts, there are no periods recorded where volumes in either direction that exceeded 1,500 vehicles per hour.

For the forecasted future average during the AM peak hour the volume is 382 vehicles eastbound, and for the PM peak hour it is 416 vehicles eastbound. A detour alternative would be complying with TMP lane requirements for adequate maintenance of traffic during future year 2023 opening year construction.

Delays are anticipated due to the closure of Barton Road. Traffic detour routes will be in place during construction. Alternatives include detouring vehicles southbound on La Cadena Dr onto the 215 interstate freeway. Alternative 2 detours vehicles onto S. Terrace Ave. and S. La Crisse Ave. Figure 8 shows potential detour routes within the project vicinity. Where existing facilities are impacted, construction will occur in stages to maintain traffic flow. Traffic will then be diverted to the new roadways once construction is complete.

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Packet Pg. 1597 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 21

FIGURE 8: DETOUR ROUTES
For the operational and queuing impacts to traffic on Barton Road, the analysis used both Synchro and SimTraffic to calculate the 95th percentile queues for the critical eastbound and westbound approach segments near the bridge to make sure traffic at one intersection does not spill back into the other intersection. Table 14 summarizes the results of the operational analysis for existing conditions compared with the opening alternative and during street closure conditions. The trip distribution patterns for the Barton Road street closure were based on engineering judgment for the study area.

The goal will be to identify any impacts to travel flow and potential queuing issues in the area of the bridge construction traffic control limits. The critical segments for the analysis would focus on the potential impacts both east and west on Barton Road at signalized intersections.

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Packet Pg. 1598 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 22

TABLE 14: 2023 OPENING YEAR QUEUE ANALYSIS AT SIGNALIZED INTERSECTIONS 95% in Feet Storage1
No Build Barton
Closure
With
Build No Build Barton Closure
With
Build
Queue2 Queue2 Queue2 Queue2 Queue2 Queue2
AM Peak Hour PM Peak Hour
Barton Road at La Cadena Drive
WBL 350 162 48 154 120 51 158
WBR 100 62 25 55 48 29 111
NBT 1000 176 261 127 323 461 280
NBR 1000 40 10 32 43 21 40
SBL 260 255 38 294 181 50 332
SBT 1000 421 495 386 194 335 189
Barton Road at Grand Terrace Road
EBL 125 - 14 59 - 32 82
EBT 1000 - - 239 - - 226
EBR 150 - - - - - -
WBL 125 - - - - - -
WBT 1000 - 23 121 - 34 138
WBR 150 - - - - - 2
NBL 150 - - - - - -
NBT 150 - - - - - -
NBR 150 - - - - - -
SBL 125 - - - - - -
SBT 1000 - 13 99 - 19 33
SBR 125 - - - - - -
Note 1: Link Storage length is critical upstream distance to neighboring intersection Note 2: Intersection approach delay in seconds per vehicle average The peak directional traffic flows are southbound in the AM and northbound in the PM, but as shown in Table 14, the queue lengths for detour route did not extend past the critical link storage lengths to neighboring intersections for Barton Road at La Cadena Drive. Overall, there was no major impact for either the AM or PM peak hours for detour routes.

For Barton Road at Grand Terrace Road, the peak directional traffic flow are eastbound in the PM and westbound in the PM. The queue lengths for detour route did not extend past the critical link storage; therefore, the closure will not result in major impacts to the surrounding area intersections during the construction of the new at-grade Barton Road. Appendix C contains the reports.

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Packet Pg. 1599 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE 23

8.0 SUMMARY
The purpose of the project is to replace the existing two-lane bridge (approximately 175 feet long by 25 feet wide) on Barton Road over an abandoned Union Pacific Railroad (UPRR) single track railway in the cities of Colton and Grand Terrace with a two-lane at-grade asphalt roadway. Barton Road is within both the cities of Colton and Grand Terrace. Improvements to Barton Road will begin at the east side of the Terrace Avenue intersection in the city of Colton and extend to approximately 100 feet west of the intersection of Grand Terrace Road in the city of Grand Terrace. The curb to curb roadway width of 44 feet widens to approximately 70 feet west of Grand Terrace Road to tie into the improvements being made to the Barton Road/I-215 interchange.

The purpose of this report is to provide requisite technical traffic support information for the air and noise analysis components of the environmental study. This study conducted an assessment of the traffic study analysis for the opening year of 2023 and forecast year of 2045. Traffic counts were taken in August of 2019 during the weekday AM and PM peak hours, while local schools were in session, where significant traffic impact could occur. These locations included four (4) intersections and one (1) segment area. The analysis was completed for the 2019, 2023, and 2045 design year condition.

The methodologies used in this forecasting included the use SCAG’s Regional Growth Forecast with the Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS) to develop regional project growth rates. The Growth Forecast includes three major indicators: population, households, and employment which was used to interpolate the growth factor. Using the Jurisdictional Forecast table, from the 2012 year and 2040 projected year, we gathered the City of Colton’s projected growth rate for each indicator and calculated the average growth which is 1.47%.

Daily traffic generation data from cumulative development projects in the city of Colton and city of Grand Terrace was collected from each city and from other EIR consultants for a 1.5-mile influence area radius from the proposed Barton Bridge Project location. The projected daily traffic that will potentially cross the at-grade roadway in 2023 and 2045 was developed using the baseline traffic volume counts collected by Aim TD, LLC, and projected forward to account for future additional traffic. An average annual growth rate of 1.47% was then applied to interpolate the opening year of 2023 and forecast year of 2045. The projected ADT counts for 2019, 2023, and 2045 were 7,292; 14,986; and 21,401 vehicles per day, respectively.

Since Barton Road will require closing, delays are anticipated. Traffic detour routes will be in place during construction. Routes include detouring vehicles southbound on La Cadena Dr. onto the 215 interstate freeway and/or detour vehicles onto S. Terrace Ave. and S. La Crisse Ave. It was also determined that no major queuing would spill back on La Cadena Dr. or at Grand Terrace Road. By comparison, the delay is not significantly higher and both intersections will operate at acceptable Level of Service. Therefore, the closure will not result in significant impacts to the surrounding area intersections during the construction of the at-grade Barton Road.

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Packet Pg. 1600 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction BARTON ROAD BRIDGE REMOVAL AND CONSTRUCTION PROJECT | TRAFFIC STUDY REPORT CITY OF COLTON | CITY OF GRAND TERRACE
APPENDIX A – TRAFFIC VOLUME COUNTS

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Packet Pg. 1601 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1 0 0 0 0
6:30 AM 0 81 17 21 171 0 0 0 0 20 0 25 335 0 0 0 0 0
6:45 AM 0 104 14 34 209 0 0 0 0 32 0 29 422 0 0 0 0 0
7:00 AM 0 125 26 31 265 0 0 0 0 32 0 36 515 0 0 0 0 0
7:15 AM 0 99 34 58 317 0 0 0 0 46 0 32 586 0 0 0 0 0
7:30 AM 0 91 27 52 415 0 0 0 0 44 0 31 660 0 1 0 0 1
7:45 AM 0 116 24 58 338 0 0 0 0 47 0 28 611 0 2 0 0 2
8:00 AM 0 86 30 48 254 0 0 0 0 33 0 26 477 0 0 0 0 0
8:15 AM 0 79 22 42 256 0 0 0 0 36 0 21 456 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 781 194 344 2,225 0 0 0 0 290 0 228 4,062 0 3 0 0 3 APPROACH % 0% 80% 20% 13% 87% 0% 0% 0% 0% 56% 0% 44%
APP/DEPART 975 / 1,012 2,569 / 2,515 0 / 535 518 / 0 0

BEGIN PEAK HR
VOLUMES 0 431 111 199 1,335 0 0 0 0 169 0 127 2,372
APPROACH % 0% 80% 20% 13% 87% 0% 0% 0% 0% 57% 0% 43%
PEAK HR FACTOR 0.897 0.821 0.000 0.949 0.898
APP/DEPART 542 / 561 1,534 / 1,504 0 / 307 296 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

BICYCLE CROSSINGS
AM AM
7:00 AM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
La Cadena
Barton

U-TURNS
La Cadena La Cadena Barton Barton
Add U-Turns to Left Turns

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Packet Pg. 1602 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 2,569 0 2,225 344 TOTAL 1,012
0 0 0 0 PM 0
2,569 0 2,225 344 AM 1,012
518
0 518
0 0 0
228
0 228
0 0 0
TOTAL
PM
AM
290
0 290
0 0 0
AM
PM
TOTAL
0 0 0
0 0 0
535
0 535
0 0 0
2,515 AM 0 781 194 975
0 PM 0 0 0 0
2,515 TOTAL 0 781 194 975
1,534 0 1,335 199 TOTAL 561
0 0 0 0 PM 0
1,534 0 1,335 199 AM 561
296
0 296
0 0 0
127
0 127
0 0 0
TOTAL
PM
AM
AM 7:00 AM
8:15 AM
169
0 169
0 0 0
#N/A
AM
PM
TOTAL
0 0 0
PM 3:00 PM
3:45 PM
0 0 0
307
0 307
0 0 0
1,504 AM 0 431 111 542
0 PM 0 0 0 0
1,504 Total 0 431 111 542
La Cadena
AimTD LLC

TURNING MOVEMENT COUNTS
La Cadena
Barton
Barton
SC2328

ALL HOURS
La Cadena
La Cadena
Barton
Barton

PEAK HOUR
Grand Terrace

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Packet Pg. 1603 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
6:30 AM 0 84 25 25 184 0 0 0 0 24 0 28 369 0
6:45 AM 0 114 15 37 220 0 0 0 0 39 0 33 457 0
7:00 AM 0 133 30 32 283 0 0 0 0 42 0 37 556 0
7:15 AM 0 112 37 63 338 0 0 0 0 53 0 34 636 0
7:30 AM 0 99 29 55 435 0 0 0 0 51 0 32 700 0
7:45 AM 0 127 28 66 355 0 0 0 0 50 0 33 657 0
8:00 AM 0 93 41 53 270 0 0 0 0 37 0 30 522 0
8:15 AM 0 96 27 46 272 0 0 0 0 38 0 27 505 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 855 231 376 2,354 0 0 0 0 332 0 254 4,401 0 0 0 0 0 APPROACH % 0% 79% 21% 14% 86% 0% 0% 0% 0% 57% 0% 43%
APP/DEPART 1,086 / 1,109 2,730 / 2,686 0 / 606 586 / 0 0

BEGIN PEAK HR
VOLUMES 0 470 124 215 1,409 0 0 0 0 195 0 136 2,549
APPROACH % 0% 79% 21% 13% 87% 0% 0% 0% 0% 59% 0% 41%
PEAK HR FACTOR 0.913 0.829 0.000 0.951 0.911
APP/DEPART 594 / 606 1,624 / 1,604 0 / 339 331 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

U-TURNS
La Cadena La Cadena Barton Barton
AM
7:00 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1604 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
6:30 AM 0 79 12 18 156 0 0 0 0 15 0 23 303 0 0 0 0 0
6:45 AM 0 96 13 31 194 0 0 0 0 26 0 25 385 0 0 0 0 0
7:00 AM 0 117 22 30 245 0 0 0 0 22 0 34 470 0 0 0 0 0
7:15 AM 0 86 30 53 287 0 0 0 0 39 0 29 524 0 0 0 0 0
7:30 AM 0 81 26 49 386 0 0 0 0 37 0 30 609 0 1 0 0 1
7:45 AM 0 104 21 51 314 0 0 0 0 45 0 24 559 0 2 0 0 2
8:00 AM 0 77 22 42 235 0 0 0 0 28 0 23 427 0 0 0 0 0
8:15 AM 0 65 18 38 234 0 0 0 0 32 0 17 404 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 705 164 312 2,051 0 0 0 0 244 0 205 3,681 0 3 0 0 3 APPROACH % 0% 81% 19% 13% 87% 0% 0% 0% 0% 54% 0% 46%
APP/DEPART 869 / 913 2,363 / 2,295 0 / 473 449 / 0 0

BEGIN PEAK HR
VOLUMES 0 388 99 180 1,232 0 0 0 0 143 0 117 2,162
APPROACH % 0% 80% 20% 13% 87% 0% 0% 0% 0% 55% 0% 45%
PEAK HR FACTOR 0.876 0.813 0.000 0.942 0.888
APP/DEPART 487 / 508 1,415 / 1,375 0 / 279 260 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena
AM
7:00 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
La Cadena La Cadena Barton Barton

7.d
Packet Pg. 1605 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
6:30 AM 0 1 0 0 11 0 0 0 0 3 0 0 15 0 0 0 0 0
6:45 AM 0 3 1 1 12 0 0 0 0 2 0 2 21 0 0 0 0 0
7:00 AM 0 5 2 0 13 0 0 0 0 6 0 2 28 0 0 0 0 0
7:15 AM 0 6 2 3 25 0 0 0 0 4 0 2 42 0 0 0 0 0
7:30 AM 0 7 0 0 25 0 0 0 0 5 0 0 37 0 0 0 0 0
7:45 AM 0 7 0 3 21 0 0 0 0 1 0 0 32 0 0 0 0 0
8:00 AM 0 7 3 4 13 0 0 0 0 3 0 0 30 0 0 0 0 0
8:15 AM 0 6 1 2 14 0 0 0 0 4 0 1 28 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 42 9 13 134 0 0 0 0 28 0 7 233 0 0 0 0 0
APPROACH % 0% 82% 18% 9% 91% 0% 0% 0% 0% 80% 0% 20%
APP/DEPART 51 / 49 147 / 162 0 / 22 35 / 0 0

BEGIN PEAK HR
VOLUMES 0 27 5 10 84 0 0 0 0 13 0 2 141
APPROACH % 0% 84% 16% 11% 89% 0% 0% 0% 0% 87% 0% 13%
PEAK HR FACTOR 0.800 0.839 0.000 0.625 0.839
APP/DEPART 32 / 29 94 / 97 0 / 15 15 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena
AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
La Cadena La Cadena Barton Barton

7.d
Packet Pg. 1606 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
6:30 AM 0 0 0 1 1 0 0 0 0 1 0 1 4 0 0 0 0 0
6:45 AM 0 1 0 1 0 0 0 0 0 2 0 1 5 0 0 0 0 0
7:00 AM 0 1 0 0 2 0 0 0 0 1 0 0 4 0 0 0 0 0
7:15 AM 0 4 0 1 0 0 0 0 0 1 0 0 6 0 0 0 0 0
7:30 AM 0 2 0 1 1 0 0 0 0 0 0 0 4 0 0 0 0 0
7:45 AM 0 3 1 1 0 0 0 0 0 0 0 0 5 0 0 0 0 0
8:00 AM 0 1 0 1 3 0 0 0 0 1 0 0 6 0 0 0 0 0
8:15 AM 0 2 0 1 3 0 0 0 0 0 0 0 6 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 14 1 7 10 0 0 0 0 6 0 2 40 0 0 0 0 0
APPROACH % 0% 93% 7% 41% 59% 0% 0% 0% 0% 75% 0% 25%
APP/DEPART 15 / 16 17 / 16 0 / 8 8 / 0 0

BEGIN PEAK HR
VOLUMES 0 8 1 4 7 0 0 0 0 1 0 0 21
APPROACH % 0% 89% 11% 36% 64% 0% 0% 0% 0% 100% 0% 0%
PEAK HR FACTOR 0.563 0.688 0.000 0.250 0.875
APP/DEPART 9 / 8 11 / 8 0 / 5 1 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena
AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
La Cadena La Cadena Barton Barton

7.d
Packet Pg. 1607 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
6:30 AM 0 1 3 1 3 0 0 0 0 0 0 1 9 0 0 0 0 0
6:45 AM 0 3 0 0 2 0 0 0 0 2 0 1 8 0 0 0 0 0
7:00 AM 0 2 1 0 4 0 0 0 0 3 0 0 10 0 0 0 0 0
7:15 AM 0 3 0 1 3 0 0 0 0 2 0 0 9 0 0 0 0 0
7:30 AM 0 1 1 0 3 0 0 0 0 2 0 0 7 0 0 0 0 0
7:45 AM 0 2 1 2 3 0 0 0 0 1 0 1 10 0 0 0 0 0
8:00 AM 0 1 4 1 3 0 0 0 0 0 0 1 10 0 0 0 0 0
8:15 AM 0 6 1 1 1 0 0 0 0 0 0 2 11 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 19 11 6 22 0 0 0 0 10 0 6 74 0 0 0 0 0
APPROACH % 0% 63% 37% 21% 79% 0% 0% 0% 0% 63% 0% 38%
APP/DEPART 30 / 25 28 / 32 0 / 17 16 / 0 0

BEGIN PEAK HR
VOLUMES 0 10 7 4 10 0 0 0 0 3 0 4 38
APPROACH % 0% 59% 41% 29% 71% 0% 0% 0% 0% 43% 0% 57%
PEAK HR FACTOR 0.607 0.700 0.000 0.875 0.864
APP/DEPART 17 / 14 14 / 13 0 / 11 7 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena
AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
La Cadena La Cadena Barton Barton

7.d
Packet Pg. 1608 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena
AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
La Cadena La Cadena Barton Barton

7.d
Packet Pg. 1609 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
6:30 AM 0 0 2 1 0 0 0 0 0 1 0 0 4 0 0 0 0 0
6:45 AM 0 1 0 1 1 0 0 0 0 0 0 0 3 0 0 0 0 0
7:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 3 0 0 0 0 0
7:15 AM 0 0 2 0 2 0 0 0 0 0 0 1 5 0 0 0 0 0
7:30 AM 0 0 0 2 0 0 0 0 0 0 0 1 3 0 0 0 0 0
7:45 AM 0 0 1 1 0 0 0 0 0 0 0 3 5 0 0 0 0 0
8:00 AM 0 0 1 0 0 0 0 0 0 1 0 2 4 0 0 0 0 0
8:15 AM 0 0 2 0 4 0 0 0 0 0 0 1 7 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 1 9 6 8 0 0 0 0 2 0 8 34 0 0 0 0 0
APPROACH % 0% 10% 90% 43% 57% 0% 0% 0% 0% 20% 0% 80%
APP/DEPART 10 / 9 14 / 10 0 / 15 10 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 4 3 4 0 0 0 0 1 0 7 19
APPROACH % 0% 0% 100% 43% 57% 0% 0% 0% 0% 13% 0% 88%
PEAK HR FACTOR 0.500 0.438 0.000 0.667 0.679
APP/DEPART 4 / 7 7 / 5 0 / 7 8 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena
AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
La Cadena La Cadena Barton Barton

7.d
Packet Pg. 1610 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1 0 0 0 0
2:00 PM 0 114 32 44 124 0 0 0 0 56 0 49 419 1 1 0 0 2
2:15 PM 0 110 36 50 146 0 0 0 0 26 0 40 408 1 0 0 0 1
2:30 PM 0 131 21 48 170 0 0 0 0 43 0 43 456 0 0 0 0 0
2:45 PM 0 141 31 59 209 0 0 0 0 39 0 46 525 0 1 0 0 1
3:00 PM 0 146 35 42 176 0 0 0 0 49 0 50 498 0 1 0 0 1
3:15 PM 0 152 22 49 197 0 0 0 0 43 0 48 511 0 0 0 0 0
3:30 PM 0 153 17 52 212 0 0 0 0 42 0 30 506 0 3 0 0 3
3:45 PM 0 170 28 55 211 0 0 0 0 36 0 39 539 0 2 0 0 2
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 1,117 222 399 1,445 0 0 0 0 334 0 345 3,872 2 8 0 0 10 APPROACH % 0% 83% 17% 22% 78% 0% 0% 0% 0% 49% 0% 51%
APP/DEPART 1,341 / 1,470 1,852 / 1,781 0 / 621 679 / 0 0

BEGIN PEAK HR
VOLUMES 0 621 102 198 796 0 0 0 0 170 0 167 2,060
APPROACH % 0% 86% 14% 20% 80% 0% 0% 0% 0% 50% 0% 50%
PEAK HR FACTOR 0.913 0.933 0.000 0.851 0.952
APP/DEPART 723 / 794 1,000 / 966 0 / 300 337 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 173 33 60 192 0 0 0 0 43 0 34 535 1 1 0 0 2
4:15 PM 0 179 24 48 200 0 0 0 0 47 0 33 531 0 0 0 0 0
4:30 PM 0 152 24 49 233 0 0 0 0 40 0 31 529 1 1 0 0 2
4:45 PM 0 163 23 67 215 0 0 0 0 36 0 40 544 0 1 0 0 1
5:00 PM 0 173 31 58 224 0 0 0 0 27 0 34 547 0 0 0 0 0
5:15 PM 0 200 17 51 204 0 0 0 0 39 0 37 548 0 3 0 0 3
5:30 PM 0 164 26 62 206 0 0 0 0 37 0 36 531 0 1 0 0 1
5:45 PM 0 187 24 52 182 0 0 0 0 34 0 42 521 0 1 0 0 1
VOLUMES 0 1,391 202 447 1,656 0 0 0 0 303 0 287 4,296 2 8 0 0 10 APPROACH % 0% 87% 13% 21% 78% 0% 0% 0% 0% 51% 0% 49%
APP/DEPART 1,595 / 1,686 2,111 / 1,961 0 / 649 590 / 0 0

BEGIN PEAK HR
VOLUMES 0 700 97 238 849 0 0 0 0 139 0 147 2,175
APPROACH % 0% 88% 12% 22% 78% 0% 0% 0% 0% 49% 0% 51%
PEAK HR FACTOR 0.918 0.965 0.000 0.941 0.987
APP/DEPART 797 / 852 1,092 / 988 0 / 335 286 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

U-TURNS
La Cadena La Cadena Barton Barton
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
La Cadena
Barton

BICYCLE CROSSINGS

PM PM PM
3:00 PM
PM
4:45 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

7.d
Packet Pg. 1611 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 3,963 0 3,101 846 TOTAL 3,156
2,111 0 1,656 447 PM 1,686
1,852 0 1,445 399 PM 1,470
679 590
1,269
0 0 0
345 287 632
0 0 0
TOTAL
PMPM
334 303 637
0 0 0
PMPM
TOTAL
0 0 0
0 0 0
621 649
1,270
0 0 0
1,781 PM 0 1,117 222 1,341
1,961 PM 0 1,391 202 1,595
3,742 TOTAL 0 2,508 424 2,936
2,092 0 1,645 436 TOTAL 1,646
1,092 0 849 238 PM 852
1,000 0 796 198 PM 794
337 286 623
0 0 0
167 147 314
0 0 0
TOTAL
PMPM
PM 3:00 PM
3:45 PM
170 139 309
0 0 0
#N/A
PMPM
TOTAL
0 0 0
PM 4:45 PM
3:45 PM
0 0 0
300 335 635
0 0 0
966 PM 0 621 102 723
988 PM 0 700 97 797
1,954 Total 0 1,321 199 1,520
La Cadena AimTD LLC

TURNING MOVEMENT COUNTS
La Cadena
Barton
SC2328
Barton

ALL HOURS
La Cadena
La Cadena
Barton
Barton

PEAK HOUR
Grand Terrace

7.d
Packet Pg. 1612 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
2:00 PM 0 133 40 48 138 0 0 0 0 61 0 56 474 0
2:15 PM 0 130 54 57 167 0 0 0 0 27 0 47 481 0
2:30 PM 0 144 25 55 195 0 0 0 0 44 0 48 510 0
2:45 PM 0 163 39 66 227 0 0 0 0 44 0 49 587 0
3:00 PM 0 160 41 53 196 0 0 0 0 50 0 60 559 0
3:15 PM 0 168 28 53 210 0 0 0 0 50 0 53 559 0
3:30 PM 0 165 18 60 227 0 0 0 0 46 0 32 547 0
3:45 PM 0 189 31 58 226 0 0 0 0 41 0 43 587 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 1,251 274 447 1,584 0 0 0 0 362 0 385 4,302 0 0 0 0 0 APPROACH % 0% 82% 18% 22% 78% 0% 0% 0% 0% 48% 0% 52%
APP/DEPART 1,524 / 1,636 2,031 / 1,946 0 / 721 747 / 0 0

BEGIN PEAK HR
VOLUMES 0 655 125 230 859 0 0 0 0 190 0 193 2,251
APPROACH % 0% 84% 16% 21% 79% 0% 0% 0% 0% 50% 0% 50%
PEAK HR FACTOR 0.965 0.931 0.000 0.872 0.959
APP/DEPART 780 / 848 1,089 / 1,049 0 / 355 382 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 184 40 62 209 0 0 0 0 48 0 39 582 0
4:15 PM 0 189 28 52 212 0 0 0 0 49 0 35 564 0
4:30 PM 0 158 26 50 245 0 0 0 0 48 0 37 563 0
4:45 PM 0 169 24 69 223 0 0 0 0 38 0 44 566 0
5:00 PM 0 183 35 61 236 0 0 0 0 28 0 34 576 0
5:15 PM 0 206 17 54 209 0 0 0 0 42 0 41 568 0
5:30 PM 0 167 27 62 217 0 0 0 0 38 0 37 546 0
5:45 PM 0 198 25 52 189 0 0 0 0 34 0 43 540 0
VOLUMES 0 1,454 221 461 1,739 0 0 0 0 323 0 308 4,504 0 0 0 0 0 APPROACH % 0% 87% 13% 21% 79% 0% 0% 0% 0% 51% 0% 49%
APP/DEPART 1,675 / 1,761 2,200 / 2,062 0 / 682 630 / 0 0

BEGIN PEAK HR
VOLUMES 0 700 118 233 889 0 0 0 0 182 0 154 2,275
APPROACH % 0% 86% 14% 21% 79% 0% 0% 0% 0% 54% 0% 46%
PEAK HR FACTOR 0.912 0.950 0.000 0.970 0.978
APP/DEPART 818 / 854 1,122 / 1,071 0 / 351 336 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena
PM
2:45 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
La Cadena La Cadena Barton Barton

7.d
Packet Pg. 1613 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
2:00 PM 0 92 26 39 108 0 0 0 0 52 0 41 358 1 1 0 0 2
2:15 PM 0 86 18 41 125 0 0 0 0 24 0 33 327 1 0 0 0 1
2:30 PM 0 115 17 43 146 0 0 0 0 41 0 38 400 0 0 0 0 0
2:45 PM 0 118 23 50 186 0 0 0 0 35 0 41 453 0 0 0 0 0
3:00 PM 0 131 26 32 154 0 0 0 0 47 0 42 432 0 0 0 0 0
3:15 PM 0 133 15 45 178 0 0 0 0 35 0 42 448 0 0 0 0 0
3:30 PM 0 136 16 43 193 0 0 0 0 40 0 27 455 0 0 0 0 0
3:45 PM 0 147 25 50 193 0 0 0 0 32 0 33 480 0 2 0 0 2
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 958 166 343 1,283 0 0 0 0 306 0 297 3,358 2 3 0 0 5 APPROACH % 0% 85% 15% 21% 79% 0% 0% 0% 0% 51% 0% 49%
APP/DEPART 1,126 / 1,258 1,629 / 1,591 0 / 509 603 / 0 0

BEGIN PEAK HR
VOLUMES 0 547 82 170 718 0 0 0 0 154 0 144 1,817
APPROACH % 0% 87% 13% 19% 81% 0% 0% 0% 0% 52% 0% 48%
PEAK HR FACTOR 0.914 0.908 0.000 0.837 0.942
APP/DEPART 629 / 693 890 / 872 0 / 252 298 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 158 25 57 172 0 0 0 0 37 0 29 478 1 1 0 0 2
4:15 PM 0 161 20 43 182 0 0 0 0 43 0 31 480 0 0 0 0 0
4:30 PM 0 141 23 47 220 0 0 0 0 32 0 25 488 1 1 0 0 2
4:45 PM 0 154 21 65 203 0 0 0 0 33 0 36 512 0 1 0 0 1
5:00 PM 0 159 27 55 210 0 0 0 0 26 0 34 511 0 0 0 0 0
5:15 PM 0 190 17 47 198 0 0 0 0 37 0 34 523 0 3 0 0 3
5:30 PM 0 158 25 62 192 0 0 0 0 36 0 35 508 0 0 0 0 0
5:45 PM 0 174 22 52 173 0 0 0 0 34 0 41 496 0 1 0 0 1
VOLUMES 0 1,295 180 428 1,550 0 0 0 0 278 0 265 4,005 2 7 0 0 9 APPROACH % 0% 88% 12% 22% 78% 0% 0% 0% 0% 51% 0% 49%
APP/DEPART 1,477 / 1,567 1,985 / 1,830 0 / 608 543 / 0 0

BEGIN PEAK HR
VOLUMES 0 661 90 229 803 0 0 0 0 132 0 139 2,058
APPROACH % 0% 88% 12% 22% 78% 0% 0% 0% 0% 49% 0% 51%
PEAK HR FACTOR 0.907 0.963 0.000 0.954 0.978
APP/DEPART 751 / 804 1,036 / 935 0 / 319 271 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

U-TURNS
La Cadena La Cadena Barton Barton
PM
3:00 PM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1614 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
2:00 PM 0 12 1 3 9 0 0 0 0 1 0 3 29 0 0 0 0 0
2:15 PM 0 12 3 7 10 0 0 0 0 2 0 4 38 0 0 0 0 0
2:30 PM 0 9 2 2 13 0 0 0 0 2 0 3 31 0 0 0 0 0
2:45 PM 0 10 4 5 16 0 0 0 0 2 0 5 42 0 0 0 0 0
3:00 PM 0 11 8 5 12 0 0 0 0 2 0 3 41 0 0 0 0 0
3:15 PM 0 13 5 3 17 0 0 0 0 5 0 3 46 0 0 0 0 0
3:30 PM 0 12 1 5 13 0 0 0 0 0 0 2 33 0 2 0 0 2
3:45 PM 0 16 1 4 11 0 0 0 0 2 0 5 39 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 95 25 34 101 0 0 0 0 16 0 28 301 0 2 0 0 2
APPROACH % 0% 79% 21% 25% 74% 0% 0% 0% 0% 36% 0% 64%
APP/DEPART 120 / 125 137 / 117 0 / 59 44 / 0 0

BEGIN PEAK HR
VOLUMES 0 46 18 18 58 0 0 0 0 9 0 13 164
APPROACH % 0% 72% 28% 23% 74% 0% 0% 0% 0% 41% 0% 59%
PEAK HR FACTOR 0.842 0.929 0.000 0.688 0.891
APP/DEPART 64 / 61 78 / 67 0 / 36 22 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 10 4 2 14 0 0 0 0 5 0 2 37 0 0 0 0 0
4:15 PM 0 17 2 4 16 0 0 0 0 4 0 1 44 0 0 0 0 0
4:30 PM 0 10 0 2 8 0 0 0 0 5 0 3 28 0 0 0 0 0
4:45 PM 0 8 2 1 10 0 0 0 0 3 0 2 26 0 0 0 0 0
5:00 PM 0 12 3 1 10 0 0 0 0 1 0 0 27 0 0 0 0 0
5:15 PM 0 8 0 3 4 0 0 0 0 0 0 1 16 0 0 0 0 0
5:30 PM 0 6 1 0 9 0 0 0 0 1 0 1 18 0 1 0 0 1
5:45 PM 0 10 2 0 7 0 0 0 0 0 0 1 20 0 0 0 0 0
VOLUMES 0 81 14 13 78 0 0 0 0 19 0 11 217 0 1 0 0 1
APPROACH % 0% 85% 15% 14% 85% 0% 0% 0% 0% 63% 0% 37%
APP/DEPART 95 / 93 92 / 97 0 / 27 30 / 0 0

BEGIN PEAK HR
VOLUMES 0 45 8 9 48 0 0 0 0 17 0 8 135
APPROACH % 0% 85% 15% 16% 84% 0% 0% 0% 0% 68% 0% 32%
PEAK HR FACTOR 0.697 0.713 0.000 0.781 0.767
APP/DEPART 53 / 53 57 / 65 0 / 17 25 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

U-TURNS
La Cadena La Cadena Barton Barton
PM
2:45 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1615 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
2:00 PM 0 7 3 2 4 0 0 0 0 0 0 2 18 0 0 0 0 0
2:15 PM 0 7 14 0 3 0 0 0 0 0 0 1 25 0 0 0 0 0
2:30 PM 0 5 1 0 4 0 0 0 0 0 0 0 10 0 0 0 0 0
2:45 PM 0 6 2 1 4 0 0 0 0 0 0 0 13 0 1 0 0 1
3:00 PM 0 0 0 1 6 0 0 0 0 0 0 1 8 0 0 0 0 0
3:15 PM 0 2 1 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0
3:30 PM 0 4 0 2 4 0 0 0 0 0 0 1 11 0 0 0 0 0
3:45 PM 0 1 1 1 3 0 0 0 0 0 0 1 7 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 32 22 7 28 0 0 0 0 1 0 6 97 0 1 0 0 1
APPROACH % 0% 59% 41% 19% 78% 0% 0% 0% 0% 14% 0% 86%
APP/DEPART 54 / 39 36 / 29 0 / 29 7 / 0 0

BEGIN PEAK HR
VOLUMES 0 25 20 3 15 0 0 0 0 0 0 3 67
APPROACH % 0% 56% 44% 16% 79% 0% 0% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.536 0.792 0.000 0.375 0.670
APP/DEPART 45 / 29 19 / 15 0 / 23 3 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 4 1 1 1 0 0 0 0 0 0 1 8 0 0 0 0 0
4:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0
4:30 PM 0 0 0 0 1 0 0 0 0 1 0 2 4 0 0 0 0 0
4:45 PM 0 0 0 0 1 0 0 0 0 0 0 1 2 0 0 0 0 0
5:00 PM 0 0 0 2 1 0 0 0 0 0 0 0 3 0 0 0 0 0
5:15 PM 0 2 0 0 1 0 0 0 0 1 0 1 5 0 0 0 0 0
5:30 PM 0 0 0 0 4 0 0 0 0 0 0 0 4 0 0 0 0 0
5:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
VOLUMES 0 6 2 3 10 0 0 0 0 2 0 5 28 0 0 0 0 0
APPROACH % 0% 75% 25% 23% 77% 0% 0% 0% 0% 29% 0% 71%
APP/DEPART 8 / 11 13 / 12 0 / 5 7 / 0 0

BEGIN PEAK HR
VOLUMES 0 4 2 1 3 0 0 0 0 1 0 4 15
APPROACH % 0% 67% 33% 25% 75% 0% 0% 0% 0% 20% 0% 80%
PEAK HR FACTOR 0.300 0.500 0.000 0.417 0.469
APP/DEPART 6 / 8 4 / 4 0 / 3 5 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

U-TURNS
La Cadena La Cadena Barton Barton
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1616 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
2:00 PM 0 3 2 0 2 0 0 0 0 1 0 0 8 0 0 0 0 0
2:15 PM 0 2 1 1 5 0 0 0 0 0 0 2 11 0 0 0 0 0
2:30 PM 0 1 1 3 7 0 0 0 0 0 0 1 13 0 0 0 0 0
2:45 PM 0 4 2 0 3 0 0 0 0 2 0 0 11 0 0 0 0 0
3:00 PM 0 4 1 3 4 0 0 0 0 0 0 3 15 0 1 0 0 1
3:15 PM 0 3 1 1 2 0 0 0 0 1 0 0 8 0 0 0 0 0
3:30 PM 0 1 0 1 2 0 0 0 0 2 0 0 6 0 1 0 0 1
3:45 PM 0 4 0 0 2 0 0 0 0 2 0 0 8 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 22 8 9 27 0 0 0 0 8 0 6 82 0 2 0 0 2
APPROACH % 0% 73% 27% 24% 71% 0% 0% 0% 0% 57% 0% 43%
APP/DEPART 30 / 30 38 / 35 0 / 17 14 / 0 0

BEGIN PEAK HR
VOLUMES 0 11 5 7 19 0 0 0 0 2 0 6 51
APPROACH % 0% 69% 31% 26% 70% 0% 0% 0% 0% 25% 0% 75%
PEAK HR FACTOR 0.667 0.675 0.000 0.667 0.797
APP/DEPART 16 / 18 27 / 21 0 / 12 8 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 1 1 0 4 0 0 0 0 1 0 1 8 0 0 0 0 0
4:15 PM 0 0 1 1 2 0 0 0 0 0 0 0 4 0 0 0 0 0
4:30 PM 0 0 1 0 3 0 0 0 0 2 0 1 7 0 0 0 0 0
4:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 3 0 0 0 0 0
5:00 PM 0 2 1 0 3 0 0 0 0 0 0 0 6 0 0 0 0 0
5:15 PM 0 0 0 0 1 0 0 0 0 1 0 1 3 0 0 0 0 0
5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
5:45 PM 0 3 0 0 1 0 0 0 0 0 0 0 4 0 0 0 0 0
VOLUMES 0 7 4 1 16 0 0 0 0 4 0 4 36 0 0 0 0 0
APPROACH % 0% 64% 36% 6% 94% 0% 0% 0% 0% 50% 0% 50%
APP/DEPART 11 / 11 17 / 20 0 / 5 8 / 0 0

BEGIN PEAK HR
VOLUMES 0 2 3 1 10 0 0 0 0 3 0 3 22
APPROACH % 0% 40% 60% 9% 91% 0% 0% 0% 0% 50% 0% 50%
PEAK HR FACTOR 0.625 0.688 0.000 0.500 0.688
APP/DEPART 5 / 5 11 / 13 0 / 4 6 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

U-TURNS
La Cadena La Cadena Barton Barton
PM
2:15 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1617 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 1 0 0 0 0 0 0 0 1
APPROACH % 0% 0% 0% 0% 100% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.250 0.000 0.000 0.250
APP/DEPART 0 / 0 1 / 1 0 / 0 0 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

U-TURNS
La Cadena La Cadena Barton Barton
PM
2:00 PM
PM
3:15 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1618 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: La Cadena LOCATION #: 1
TUESDAY EAST & WEST: Barton CONTROL: SIGNAL
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X 2 1 1 2 X X X X 1 X 1
2:00 PM 0 0 0 0 1 0 0 0 0 2 0 3 6 0 0 0 0 0
2:15 PM 0 3 0 1 3 0 0 0 0 0 0 0 7 0 0 0 0 0
2:30 PM 0 1 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0
2:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 6 0 0 0 0 0
3:00 PM 0 0 0 1 0 0 0 0 0 0 0 1 2 0 0 0 0 0
3:15 PM 0 1 0 0 0 0 0 0 0 1 0 3 5 0 0 0 0 0
3:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
3:45 PM 0 2 1 0 2 0 0 0 0 0 0 0 5 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 10 1 6 6 0 0 0 0 3 0 8 34 0 0 0 0 0
APPROACH % 0% 91% 9% 50% 50% 0% 0% 0% 0% 27% 0% 73%
APP/DEPART 11 / 18 12 / 9 0 / 7 11 / 0 0

BEGIN PEAK HR
VOLUMES 0 7 0 4 4 0 0 0 0 2 0 4 21
APPROACH % 0% 100% 0% 50% 50% 0% 0% 0% 0% 33% 0% 67%
PEAK HR FACTOR 0.583 0.500 0.000 0.300 0.750
APP/DEPART 7 / 11 8 / 6 0 / 4 6 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 2 0 0 0 0 0 0 0 0 1 3 0 0 0 0 0
4:15 PM 0 1 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0
4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0
4:45 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 2 2 2 1 0 0 0 0 0 0 2 9 0 0 0 0 0
APPROACH % 0% 50% 50% 67% 33% 0% 0% 0% 0% 0% 0% 100%
APP/DEPART 4 / 4 3 / 1 0 / 4 2 / 0 0

BEGIN PEAK HR
VOLUMES 0 2 2 1 1 0 0 0 0 0 0 2 8
APPROACH % 0% 50% 50% 50% 50% 0% 0% 0% 0% 0% 0% 100%
PEAK HR FACTOR 0.500 0.500 0.000 0.500 0.667
APP/DEPART 4 / 4 2 / 1 0 / 3 2 / 0 0
La Cadena

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
La Cadena

U-TURNS
La Cadena La Cadena Barton Barton
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1619 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1 0 0 0 0
6:30 AM 0 0 0 0 0 5 14 24 0 0 36 1 80 0 0 0 0 0
6:45 AM 0 0 0 0 0 8 8 41 0 0 56 5 118 0 0 0 0 0
7:00 AM 0 0 0 2 0 12 2 60 0 0 55 0 131 0 0 0 0 0
7:15 AM 0 0 0 0 0 4 2 88 0 0 67 0 161 0 0 0 0 0
7:30 AM 0 0 0 1 0 1 1 69 0 0 79 0 151 0 0 0 0 0
7:45 AM 0 0 0 2 0 1 1 85 0 0 76 1 166 0 0 0 0 0
8:00 AM 0 0 0 1 0 2 0 78 0 0 60 2 143 0 0 0 0 0
8:15 AM 0 0 0 0 0 2 2 65 0 0 56 1 126 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 6 0 35 30 510 0 0 485 10 1,076 0 0 0 0 0
APPROACH % 0% 0% 0% 15% 0% 85% 6% 94% 0% 0% 98% 2%
APP/DEPART 0 / 40 41 / 0 540 / 516 495 / 520 0

BEGIN PEAK HR
VOLUMES 0 0 0 4 0 8 4 320 0 0 282 3 621
APPROACH % 0% 0% 0% 33% 0% 67% 1% 99% 0% 0% 99% 1%
PEAK HR FACTOR 0.000 0.750 0.900 0.902 0.935
APP/DEPART 0 / 7 12 / 0 324 / 324 285 / 290 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

BICYCLE CROSSINGS
AM AM
7:15 AM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
North Leg of Terrace
Barton
Queue WB

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton Add U-Turns to Left Turns

7.d
Packet Pg. 1620 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 41 35 0 6 TOTAL 40
0 0 0 0 PM 0
41 35 0 6 AM 40
495
0 495
520
0 520
10 0
10 485
0 485
TOTAL
PM
AM
0 0 0
30 0
30 AM
PM
TOTAL
510
0 510
0 0 0
516
0 516
540
0 540
0 AM 0 0 0 0
0 PM 0 0 0 0
0 TOTAL 0 0 0 0
12 8 0 4 TOTAL 7
0 0 0 0 PM 0
12 8 0 4 AM 7
285
0 285
290
0 290
3 0 3
282
0 282
TOTAL
PM
AM
AM 7:15 AM
8:15 AM
0 0 0
4 0 4
#N/A
AM
PM
TOTAL
320
0 320
PM 3:00 PM
3:45 PM
0 0 0
324
0 324
324
0 324
0 AM 0 0 0 0
0 PM 0 0 0 0
0 Total 0 0 0 0
North Leg of Terrace AimTD LLC

TURNING MOVEMENT COUNTS
North Leg of Terrace
Barton
SC2328
Barton

ALL HOURS
North Leg of Terrace
North Leg of Terrace
Barton
Barton

PEAK HOUR
Grand Terrace

7.d
Packet Pg. 1621 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
6:30 AM 0 0 0 0 0 7 14 31 0 0 40 1 93 0
6:45 AM 0 0 0 0 0 15 9 47 0 0 62 5 137 0
7:00 AM 0 0 0 5 0 21 2 68 0 0 56 0 151 0
7:15 AM 0 0 0 0 0 8 2 96 0 0 74 0 179 0
7:30 AM 0 0 0 1 0 1 1 76 0 0 87 0 166 0
7:45 AM 0 0 0 2 0 1 1 96 0 0 83 1 183 0
8:00 AM 0 0 0 2 0 3 0 91 0 0 67 2 164 0
8:15 AM 0 0 0 0 0 3 2 74 0 0 64 1 143 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 9 0 58 31 578 0 0 530 10 1,215 0 0 0 0 0
APPROACH % 0% 0% 0% 14% 0% 86% 5% 95% 0% 0% 98% 2%
APP/DEPART 0 / 41 67 / 0 608 / 587 540 / 588 0

BEGIN PEAK HR
VOLUMES 0 0 0 5 0 13 4 358 0 0 310 3 692
APPROACH % 0% 0% 0% 26% 0% 74% 1% 99% 0% 0% 99% 1%
PEAK HR FACTOR 0.000 0.567 0.928 0.903 0.945
APP/DEPART 0 / 7 17 / 0 362 / 363 313 / 322 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1622 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
6:30 AM 0 0 0 0 0 2 14 20 0 0 32 1 69 0 0 0 0 0
6:45 AM 0 0 0 0 0 2 7 36 0 0 51 5 101 0 0 0 0 0
7:00 AM 0 0 0 0 0 2 2 52 0 0 54 0 110 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 2 79 0 0 60 0 141 0 0 0 0 0
7:30 AM 0 0 0 1 0 1 1 64 0 0 71 0 138 0 0 0 0 0
7:45 AM 0 0 0 2 0 1 1 75 0 0 71 1 151 0 0 0 0 0
8:00 AM 0 0 0 0 0 1 0 68 0 0 54 2 125 0 0 0 0 0
8:15 AM 0 0 0 0 0 1 2 55 0 0 48 1 107 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 3 0 10 29 449 0 0 441 10 942 0 0 0 0 0
APPROACH % 0% 0% 0% 23% 0% 77% 6% 94% 0% 0% 98% 2%
APP/DEPART 0 / 39 13 / 0 478 / 452 451 / 451 0

BEGIN PEAK HR
VOLUMES 0 0 0 3 0 3 4 286 0 0 256 3 555
APPROACH % 0% 0% 0% 50% 0% 50% 1% 99% 0% 0% 99% 1%
PEAK HR FACTOR 0.000 0.500 0.895 0.899 0.919
APP/DEPART 0 / 7 6 / 0 290 / 289 259 / 259 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace
AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton

7.d
Packet Pg. 1623 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
6:30 AM 0 0 0 0 0 2 0 0 0 0 1 0 3 0 0 0 0 0
6:45 AM 0 0 0 0 0 2 1 1 0 0 2 0 6 0 0 0 0 0
7:00 AM 0 0 0 1 0 7 0 2 0 0 1 0 11 0 0 0 0 0
7:15 AM 0 0 0 0 0 3 0 5 0 0 4 0 12 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0
8:00 AM 0 0 0 1 0 0 0 4 0 0 1 0 6 0 0 0 0 0
8:15 AM 0 0 0 0 0 1 0 6 0 0 5 0 12 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 2 0 15 1 21 0 0 20 0 59 0 0 0 0 0
APPROACH % 0% 0% 0% 12% 0% 88% 5% 95% 0% 0% 100% 0%
APP/DEPART 0 / 1 17 / 0 22 / 23 20 / 35 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 12 1 8 0 0 12 0 34
APPROACH % 0% 0% 0% 8% 0% 92% 11% 89% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.406 0.450 0.600 0.708
APP/DEPART 0 / 1 13 / 0 9 / 9 12 / 24 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace
AM
6:45 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton

7.d
Packet Pg. 1624 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
6:30 AM 0 0 0 0 0 1 0 1 0 0 2 0 4 0 0 0 0 0
6:45 AM 0 0 0 0 0 2 0 2 0 0 1 0 5 0 0 0 0 0
7:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 5 0 8 0 0 3 0 16 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 5 / 0 8 / 8 3 / 8 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 4 0 4 0 0 3 0 11
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.500 0.500 0.375 0.550
APP/DEPART 0 / 0 4 / 0 4 / 4 3 / 7 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace
AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton

7.d
Packet Pg. 1625 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
6:30 AM 0 0 0 0 0 0 0 3 0 0 0 0 3 0 0 0 0 0
6:45 AM 0 0 0 0 0 2 0 1 0 0 2 0 5 0 0 0 0 0
7:00 AM 0 0 0 1 0 2 0 1 0 0 0 0 4 0 0 0 0 0
7:15 AM 0 0 0 0 0 1 0 1 0 0 2 0 4 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 5 0 0 1 0 6 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 1 0 5 0 17 0 0 11 0 34 0 0 0 0 0
APPROACH % 0% 0% 0% 17% 0% 83% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 6 / 0 17 / 18 11 / 16 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 11 0 0 7 0 18
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.550 0.875 0.750
APP/DEPART 0 / 0 0 / 0 11 / 11 7 / 7 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace
AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton

7.d
Packet Pg. 1626 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace
AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton

7.d
Packet Pg. 1627 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
6:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 5 0 0 0 0 5 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 3 0 0 2 0 5 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 1 0 0 4 0 5 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 15 0 0 10 0 25 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 15 / 15 10 / 10 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 8 0 0 8 0 16
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.667 0.500 0.800
APP/DEPART 0 / 0 0 / 0 8 / 8 8 / 8 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace
AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton

7.d
Packet Pg. 1628 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1 0 0 0 0
2:00 PM 0 0 0 0 0 0 1 81 0 0 107 1 190 0 0 0 0 0
2:15 PM 0 0 0 0 0 4 0 83 0 0 60 6 153 0 0 0 0 0
2:30 PM 0 0 0 1 0 0 0 71 0 0 87 2 161 0 0 0 0 0
2:45 PM 0 0 0 0 0 2 3 85 0 0 76 6 172 0 0 0 0 0
3:00 PM 0 0 0 0 0 1 8 70 0 0 99 3 181 0 0 0 0 0
3:15 PM 0 0 0 1 0 4 3 70 0 0 85 4 167 0 0 0 0 0
3:30 PM 0 0 0 3 0 9 5 66 0 0 70 2 155 0 0 0 0 0
3:45 PM 0 0 0 2 0 2 3 75 0 0 75 1 158 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 7 0 22 23 601 0 0 659 25 1,337 0 0 0 0 0
APPROACH % 0% 0% 0% 24% 0% 76% 4% 96% 0% 0% 96% 4%
APP/DEPART 0 / 48 29 / 0 624 / 608 684 / 681 0

BEGIN PEAK HR
VOLUMES 0 0 0 2 0 7 14 296 0 0 347 15 681
APPROACH % 0% 0% 0% 22% 0% 78% 5% 95% 0% 0% 96% 4%
PEAK HR FACTOR 0.000 0.450 0.881 0.887 0.941
APP/DEPART 0 / 29 9 / 0 310 / 298 362 / 354 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 1 0 9 3 83 0 0 67 3 166 0 0 0 1 1
4:15 PM 0 0 0 0 0 1 6 72 0 0 79 2 160 0 0 0 0 0
4:30 PM 0 0 0 1 0 6 1 74 0 0 66 8 156 0 0 0 0 0
4:45 PM 0 0 0 0 0 2 2 85 0 0 73 0 162 0 0 0 0 0
5:00 PM 0 0 0 0 0 1 2 83 0 0 62 0 148 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 72 0 0 78 1 151 0 0 0 0 0
5:30 PM 0 0 0 0 0 1 5 84 0 0 70 2 162 0 0 0 0 0
5:45 PM 0 0 0 1 0 2 2 72 0 0 74 4 155 0 0 0 0 0
VOLUMES 0 0 0 3 0 22 21 625 0 0 569 20 1,261 0 0 0 1 1
APPROACH % 0% 0% 0% 12% 0% 88% 3% 97% 0% 0% 96% 3%
APP/DEPART 0 / 41 25 / 0 646 / 629 590 / 591 0

BEGIN PEAK HR
VOLUMES 0 0 0 2 0 18 12 314 0 0 285 13 645
APPROACH % 0% 0% 0% 10% 0% 90% 4% 96% 0% 0% 95% 4%
PEAK HR FACTOR 0.000 0.500 0.937 0.923 0.966
APP/DEPART 0 / 25 20 / 0 326 / 317 299 / 303 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
North Leg of Terrace
Barton

BICYCLE CROSSINGS

PM PM PM
2:30 PM
PM
4:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

7.d
Packet Pg. 1629 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 54 44 0 10 TOTAL 89
25 22 0 3 PM 41
29 22 0 7 PM 48
684 590
1,274
1,272
591 681
25 20 45
659 569
1,228
TOTAL
PMPM
0 0 0
44 21 23
PMPM
TOTAL
1,226
625 601
0 0 0
608 629
1,237
1,270
646 624
0 PM 0 0 0 0
0 PM 0 0 0 0
0 TOTAL 0 0 0 0
29 25 0 4 TOTAL 54
20 18 0 2 PM 25
9 7 0 2 PM 29
362 299 661
657 303 354
15 13 28
347 285 632
TOTAL
PMPM
PM 2:30 PM
3:45 PM
0 0 0
26 12 14
#N/A
PMPM
TOTAL
610 314 296
PM 4:00 PM
3:45 PM
0 0 0
298 317 615
636 326 310
0 PM 0 0 0 0
0 PM 0 0 0 0
0 Total 0 0 0 0
North Leg of Terrace AimTD LLC

TURNING MOVEMENT COUNTS
North Leg of Terrace
Barton
SC2328
Barton

ALL HOURS
North Leg of Terrace
North Leg of Terrace
Barton
Barton

PEAK HOUR
Grand Terrace

7.d
Packet Pg. 1630 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
2:00 PM 0 0 0 0 0 0 2 93 0 0 118 1 213 0
2:15 PM 0 0 0 0 0 5 0 107 0 0 68 6 185 0
2:30 PM 0 0 0 1 0 0 0 83 0 0 91 4 179 0
2:45 PM 0 0 0 0 0 2 7 94 0 0 83 7 192 0
3:00 PM 0 0 0 0 0 1 13 84 0 0 111 5 214 0
3:15 PM 0 0 0 2 0 5 4 77 0 0 95 5 187 0
3:30 PM 0 0 0 3 0 10 6 73 0 0 77 2 170 0
3:45 PM 0 0 0 2 0 2 4 81 0 0 84 1 173 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 8 0 24 34 690 0 0 725 31 1,511 0 0 0 0 0
APPROACH % 0% 0% 0% 24% 0% 76% 5% 95% 0% 0% 96% 4%
APP/DEPART 0 / 64 32 / 0 724 / 698 756 / 749 0

BEGIN PEAK HR
VOLUMES 0 0 0 3 0 8 23 337 0 0 379 21 770
APPROACH % 0% 0% 0% 24% 0% 76% 6% 94% 0% 0% 95% 5%
PEAK HR FACTOR 0.000 0.404 0.900 0.861 0.902
APP/DEPART 0 / 44 11 / 0 360 / 340 400 / 387 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 1 0 10 4 89 0 0 78 4 185 0
4:15 PM 0 0 0 0 0 1 9 81 0 0 83 3 176 0
4:30 PM 0 0 0 1 0 6 1 77 0 0 76 9 170 0
4:45 PM 0 0 0 0 0 2 2 87 0 0 80 0 170 0
5:00 PM 0 0 0 0 0 1 2 87 0 0 63 0 152 0
5:15 PM 0 0 0 0 0 0 0 76 0 0 85 1 162 0
5:30 PM 0 0 0 0 0 1 5 85 0 0 71 2 163 0
5:45 PM 0 0 0 1 0 2 2 74 0 0 75 4 158 0
VOLUMES 0 0 0 3 0 23 25 654 0 0 609 22 1,335 0 0 0 0 0
APPROACH % 0% 0% 0% 12% 0% 88% 4% 96% 0% 0% 97% 3%
APP/DEPART 0 / 47 26 / 0 679 / 657 631 / 632 0

BEGIN PEAK HR
VOLUMES 0 0 0 2 0 19 16 333 0 0 316 15 701
APPROACH % 0% 0% 0% 10% 0% 90% 5% 95% 0% 0% 95% 5%
PEAK HR FACTOR 0.000 0.477 0.942 0.968 0.947
APP/DEPART 0 / 31 21 / 0 349 / 335 331 / 335 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace
PM
2:30 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton

7.d
Packet Pg. 1631 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
2:00 PM 0 0 0 0 0 0 0 69 0 0 95 1 165 0 0 0 0 0
2:15 PM 0 0 0 0 0 3 0 57 0 0 52 6 118 0 0 0 0 0
2:30 PM 0 0 0 1 0 0 0 60 0 0 81 1 143 0 0 0 0 0
2:45 PM 0 0 0 0 0 2 0 74 0 0 68 5 149 0 0 0 0 0
3:00 PM 0 0 0 0 0 1 1 56 0 0 89 2 149 0 0 0 0 0
3:15 PM 0 0 0 0 0 3 2 62 0 0 73 2 142 0 0 0 0 0
3:30 PM 0 0 0 3 0 8 4 58 0 0 64 2 139 0 0 0 0 0
3:45 PM 0 0 0 2 0 2 2 67 0 0 64 1 138 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 6 0 19 9 503 0 0 586 20 1,143 0 0 0 0 0
APPROACH % 0% 0% 0% 24% 0% 76% 2% 98% 0% 0% 97% 3%
APP/DEPART 0 / 29 25 / 0 512 / 509 606 / 605 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 6 3 252 0 0 311 10 583
APPROACH % 0% 0% 0% 14% 0% 86% 1% 99% 0% 0% 97% 3%
PEAK HR FACTOR 0.000 0.583 0.861 0.882 0.978
APP/DEPART 0 / 13 7 / 0 255 / 253 321 / 317 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 1 0 7 1 77 0 0 57 2 145 0 0 0 1 1
4:15 PM 0 0 0 0 0 1 2 63 0 0 72 1 139 0 0 0 0 0
4:30 PM 0 0 0 1 0 6 1 71 0 0 54 6 139 0 0 0 0 0
4:45 PM 0 0 0 0 0 2 2 82 0 0 65 0 151 0 0 0 0 0
5:00 PM 0 0 0 0 0 1 2 78 0 0 61 0 142 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 67 0 0 73 1 141 0 0 0 0 0
5:30 PM 0 0 0 0 0 1 5 83 0 0 69 2 160 0 0 0 0 0
5:45 PM 0 0 0 1 0 2 2 69 0 0 72 4 150 0 0 0 0 0
VOLUMES 0 0 0 3 0 20 15 590 0 0 523 16 1,168 0 0 0 1 1
APPROACH % 0% 0% 0% 13% 0% 87% 2% 98% 0% 0% 97% 3%
APP/DEPART 0 / 31 23 / 0 605 / 594 540 / 543 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 4 9 310 0 0 268 3 594
APPROACH % 0% 0% 0% 0% 0% 100% 3% 97% 0% 0% 99% 1%
PEAK HR FACTOR 0.000 0.500 0.906 0.916 0.928
APP/DEPART 0 / 12 4 / 0 319 / 310 271 / 272 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton PM
2:30 PM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1632 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
2:00 PM 0 0 0 0 0 0 1 5 0 0 4 0 10 0 0 0 0 0
2:15 PM 0 0 0 0 0 1 0 8 0 0 5 0 14 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 6 0 0 5 0 11 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 1 7 0 0 6 1 15 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 6 7 0 0 4 0 17 0 0 0 0 0
3:15 PM 0 0 0 1 0 0 1 6 0 0 7 2 17 0 0 0 0 0
3:30 PM 0 0 0 0 0 1 1 4 0 0 3 0 9 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 1 5 0 0 8 0 14 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 1 0 2 11 48 0 0 42 3 107 0 0 0 0 0
APPROACH % 0% 0% 0% 33% 0% 67% 19% 81% 0% 0% 93% 7%
APP/DEPART 0 / 14 3 / 0 59 / 49 45 / 44 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 0 8 26 0 0 22 3 60
APPROACH % 0% 0% 0% 100% 0% 0% 24% 76% 0% 0% 88% 12%
PEAK HR FACTOR 0.000 0.250 0.654 0.694 0.882
APP/DEPART 0 / 11 1 / 0 34 / 27 25 / 22 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 2 2 3 0 0 4 1 12 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 2 5 0 0 6 1 14 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 2 0 0 9 2 13 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 3 0 0 5 0 8 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 4 0 0 1 0 5 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 0 0 0
VOLUMES 0 0 0 0 0 2 4 23 0 0 29 4 62 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 15% 85% 0% 0% 88% 12%
APP/DEPART 0 / 8 2 / 0 27 / 23 33 / 31 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 2 4 13 0 0 24 4 47
APPROACH % 0% 0% 0% 0% 0% 100% 24% 76% 0% 0% 86% 14%
PEAK HR FACTOR 0.000 0.250 0.607 0.636 0.839
APP/DEPART 0 / 8 2 / 0 17 / 13 28 / 26 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton PM
2:30 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1633 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
2:00 PM 0 0 0 0 0 0 0 5 0 0 2 0 7 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 15 0 0 1 0 16 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 2 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 1 28 0 0 7 0 36 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 3% 97% 0% 0% 100% 0%
APP/DEPART 0 / 1 0 / 0 29 / 28 7 / 7 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 1 22 0 0 3 0 26
APPROACH % 0% 0% 0% 0% 0% 0% 4% 96% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.383 0.375 0.406
APP/DEPART 0 / 1 0 / 0 23 / 22 3 / 3 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 2 1 0 0 0 0 3 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 2 3 0 0 7 0 12 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 40% 60% 0% 0% 100% 0%
APP/DEPART 0 / 2 0 / 0 5 / 3 7 / 7 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 2 1 0 0 5 0 8
APPROACH % 0% 0% 0% 0% 0% 0% 67% 33% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.250 0.625 0.667
APP/DEPART 0 / 2 0 / 0 3 / 1 5 / 5 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1634 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
2:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 4 0 0 0 1 5 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 1 1 0 0 2 0 4 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 1 3 0 0 4 1 9 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 2 15 0 0 14 2 33 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 12% 88% 0% 0% 88% 13%
APP/DEPART 0 / 4 0 / 0 17 / 15 16 / 14 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 2 10 0 0 8 2 22
APPROACH % 0% 0% 0% 0% 0% 0% 17% 83% 0% 0% 80% 20%
PEAK HR FACTOR 0.000 0.000 0.750 0.500 0.611
APP/DEPART 0 / 4 0 / 0 12 / 10 10 / 8 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 1 0 0 3 0 4 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 5 0 0 8 0 13 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 5 / 5 8 / 8 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 4 0 0 6 0 10
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.500 0.500 0.625
APP/DEPART 0 / 0 0 / 0 4 / 4 6 / 6 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton PM
2:15 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1635 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton PM
2:00 PM
PM
3:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1636 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: North Leg of Terrace LOCATION #: 2 TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 0 X 0 0 1 X X 1 1
2:00 PM 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
3:15 PM 0 0 0 0 0 1 0 0 0 0 3 0 4 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 1 0 7 0 0 10 0 18 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 1 / 0 7 / 7 10 / 11 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 1 0 5 0 0 4 0 10
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.250 0.625 0.333 0.625
APP/DEPART 0 / 0 1 / 0 5 / 5 4 / 5 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 4 0 0 2 0 6 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 4 / 4 2 / 2 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 3 0 0 2 0 5
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.375 0.500 0.417
APP/DEPART 0 / 0 0 / 0 3 / 3 2 / 2 0
North Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
North Leg of Terrace

U-TURNS
North Leg of Terrace North Leg of Terrace Barton Barton PM
2:45 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1637 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP N/S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
6:30 AM 0 0 2 0 0 0 0 20 4 0 37 0 63 0 0 0 0 0
6:45 AM 3 0 4 0 0 0 0 37 4 1 58 0 107 0 0 0 0 0
7:00 AM 2 0 2 0 0 0 0 61 1 0 53 0 119 0 0 0 0 0
7:15 AM 5 0 0 0 0 0 0 83 5 3 62 0 158 0 0 0 0 0
7:30 AM 2 0 1 0 0 0 0 67 3 2 75 0 150 0 0 0 0 0
7:45 AM 4 0 4 0 1 0 0 83 3 3 73 1 172 0 0 0 0 0
8:00 AM 0 0 2 0 0 0 0 70 9 2 62 0 145 0 0 0 0 0
8:15 AM 3 0 1 0 0 0 0 59 6 2 54 0 125 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 19 0 16 0 1 0 0 480 35 13 474 1 1,039 0 0 0 0 0 APPROACH % 54% 0% 46% 0% 100% 0% 0% 93% 7% 3% 97% 0%
APP/DEPART 35 / 1 1 / 49 515 / 496 488 / 493 0

BEGIN PEAK HR
VOLUMES 11 0 7 0 1 0 0 303 20 10 272 1 625
APPROACH % 61% 0% 39% 0% 100% 0% 0% 94% 6% 4% 96% 0%
PEAK HR FACTOR 0.563 0.250 0.918 0.919 0.908
APP/DEPART 18 / 1 1 / 31 323 / 310 283 / 283 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
South Leg of Terrace
Barton

BICYCLE CROSSINGS
AM AM
7:15 AM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

7.d
Packet Pg. 1638 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 1 0 1 0 TOTAL 1
0 0 0 0 PM 0
1 0 1 0 AM 1
488
0 488
493
0 493
1 0 1
474
0 474
TOTAL
PM
AM
13 0
13 0 0 0
AM
PM
TOTAL
480
0 480
35 0
35 496
0 496
515
0 515
49 AM 19 0 16 35
0 PM 0 0 0 0
49 TOTAL 19 0 16 35
1 0 1 0 TOTAL 1
0 0 0 0 PM 0
1 0 1 0 AM 1
283
0 283
283
0 283
1 0 1
272
0 272
TOTAL
PM
AM
AM 7:15 AM
8:15 AM
10 0
10 0 0 0
#N/A
AM
PM
TOTAL
303
0 303
PM 3:00 PM
3:45 PM
20 0
20 310
0 310
323
0 323
31 AM 11 0 7 18
0 PM 0 0 0 0
31 Total 11 0 7 18
South Leg of Terrace AimTD LLC

TURNING MOVEMENT COUNTS
South Leg of Terrace
Barton
SC2328
Barton

ALL HOURS
South Leg of Terrace
South Leg of Terrace
Barton
Barton

PEAK HOUR
Grand Terrace

7.d
Packet Pg. 1639 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 6 0 0 0 0 23 9 0 41 0 78 0
6:45 AM 8 0 9 0 0 0 0 39 7 3 60 0 124 0
7:00 AM 2 0 6 0 0 0 0 72 1 0 54 0 134 0
7:15 AM 7 0 0 0 0 0 0 87 10 8 67 0 178 0
7:30 AM 6 0 1 0 0 0 0 72 5 6 79 0 169 0
7:45 AM 8 0 11 0 1 0 0 93 3 7 76 2 199 0
8:00 AM 0 0 2 0 0 0 0 80 12 6 69 0 168 0
8:15 AM 6 0 3 0 0 0 0 63 14 6 59 0 150 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 36 0 37 0 1 0 0 527 60 36 502 2 1,199 0 0 0 0 0 APPROACH % 49% 0% 51% 0% 100% 0% 0% 90% 10% 7% 93% 0%
APP/DEPART 73 / 2 1 / 96 586 / 564 539 / 538 0

BEGIN PEAK HR
VOLUMES 21 0 14 0 1 0 0 331 30 27 290 2 714
APPROACH % 61% 0% 39% 0% 100% 0% 0% 92% 8% 8% 91% 0%
PEAK HR FACTOR 0.466 0.250 0.934 0.939 0.896
APP/DEPART 35 / 2 1 / 57 361 / 345 318 / 311 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace
AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton

7.d
Packet Pg. 1640 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 18 1 0 33 0 52 0 0 0 0 0
6:45 AM 0 0 1 0 0 0 0 35 2 0 56 0 94 0 0 0 0 0
7:00 AM 2 0 0 0 0 0 0 51 1 0 52 0 106 0 0 0 0 0
7:15 AM 4 0 0 0 0 0 0 77 1 0 56 0 138 0 0 0 0 0
7:30 AM 0 0 1 0 0 0 0 63 2 0 69 0 135 0 0 0 0 0
7:45 AM 2 0 0 0 1 0 0 74 3 1 70 0 151 0 0 0 0 0
8:00 AM 0 0 2 0 0 0 0 62 6 0 56 0 126 0 0 0 0 0
8:15 AM 1 0 0 0 0 0 0 54 0 0 48 0 103 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 9 0 4 0 1 0 0 434 16 1 440 0 905 0 0 0 0 0
APPROACH % 69% 0% 31% 0% 100% 0% 0% 96% 4% 0% 100% 0%
APP/DEPART 13 / 0 1 / 18 450 / 438 441 / 449 0

BEGIN PEAK HR
VOLUMES 6 0 3 0 1 0 0 276 12 1 251 0 550
APPROACH % 67% 0% 33% 0% 100% 0% 0% 96% 4% 0% 100% 0%
PEAK HR FACTOR 0.563 0.250 0.923 0.887 0.911
APP/DEPART 9 / 0 1 / 14 288 / 279 252 / 257 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1641 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0
6:45 AM 1 0 1 0 0 0 0 1 0 0 1 0 4 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 4 1 1 4 0 10 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0
7:45 AM 0 0 1 0 0 0 0 3 0 0 1 1 6 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 3 2 0 1 0 6 0 0 0 0 0
8:15 AM 1 0 0 0 0 0 0 3 3 0 4 0 11 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 2 0 2 0 0 0 0 17 7 1 18 1 48 0 0 0 0 0
APPROACH % 50% 0% 50% 0% 0% 0% 0% 71% 29% 5% 90% 5%
APP/DEPART 4 / 1 0 / 8 24 / 19 20 / 20 0

BEGIN PEAK HR
VOLUMES 1 0 1 0 0 0 0 9 5 0 11 1 28
APPROACH % 50% 0% 50% 0% 0% 0% 0% 64% 36% 0% 92% 8%
PEAK HR FACTOR 0.500 0.000 0.583 0.600 0.636
APP/DEPART 2 / 1 0 / 5 14 / 10 12 / 12 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1642 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 5 3 0 3 0 11 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 63% 38% 0% 100% 0%
APP/DEPART 0 / 0 0 / 3 8 / 5 3 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 1 3 0 3 0 7
APPROACH % 0% 0% 0% 0% 0% 0% 0% 25% 75% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.500 0.375 0.583
APP/DEPART 0 / 0 0 / 3 4 / 1 3 / 3 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1643 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 2 0 0 0 0 1 2 0 0 0 5 0 0 0 0 0
6:45 AM 2 0 2 0 0 0 0 0 1 1 0 0 6 0 0 0 0 0
7:00 AM 0 0 2 0 0 0 0 2 0 0 0 0 4 0 0 0 0 0
7:15 AM 1 0 0 0 0 0 0 0 1 2 1 0 5 0 0 0 0 0
7:30 AM 2 0 0 0 0 0 0 1 1 2 0 0 6 0 0 0 0 0
7:45 AM 2 0 3 0 0 0 0 2 0 2 0 0 9 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 3 1 2 1 0 7 0 0 0 0 0
8:15 AM 1 0 1 0 0 0 0 0 3 2 1 0 8 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 8 0 10 0 0 0 0 9 9 11 3 0 50 0 0 0 0 0
APPROACH % 44% 0% 56% 0% 0% 0% 0% 50% 50% 79% 21% 0%
APP/DEPART 18 / 0 0 / 20 18 / 19 14 / 11 0

BEGIN PEAK HR
VOLUMES 5 0 4 0 0 0 0 6 5 8 2 0 30
APPROACH % 56% 0% 44% 0% 0% 0% 0% 55% 45% 80% 20% 0%
PEAK HR FACTOR 0.450 0.000 0.688 0.833 0.833
APP/DEPART 9 / 0 0 / 13 11 / 10 10 / 7 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1644 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1645 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 5 0 0 0 0 5 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 3 0 0 2 0 5 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 1 0 0 4 0 5 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 15 0 0 10 0 25 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 15 / 15 10 / 10 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 8 0 0 8 0 16
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.667 0.500 0.800
APP/DEPART 0 / 0 0 / 0 8 / 8 8 / 8 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1646 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP N/S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
2:00 PM 7 0 5 0 0 0 0 59 11 6 62 0 150 0 0 0 0 0
2:15 PM 8 0 9 1 0 0 0 63 20 3 63 0 167 0 0 0 0 0
2:30 PM 38 0 33 1 0 1 0 59 13 3 55 0 203 0 0 0 0 0
2:45 PM 17 0 4 2 0 1 0 65 13 5 67 0 174 0 0 0 0 0
3:00 PM 11 0 2 0 0 2 0 67 4 0 81 0 167 0 0 0 0 0
3:15 PM 4 0 2 0 0 1 1 68 8 2 88 0 174 0 0 0 0 0
3:30 PM 4 0 4 1 0 0 0 72 6 0 87 0 174 0 0 0 0 0
3:45 PM 5 0 3 0 0 0 0 69 8 0 86 0 171 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 94 0 62 5 0 5 1 522 83 19 589 0 1,380 0 0 0 0 0 APPROACH % 60% 0% 40% 50% 0% 50% 0% 86% 14% 3% 97% 0%
APP/DEPART 156 / 1 10 / 102 606 / 589 608 / 688 0

BEGIN PEAK HR
VOLUMES 70 0 41 3 0 5 1 259 38 10 291 0 718
APPROACH % 63% 0% 37% 38% 0% 63% 0% 87% 13% 3% 97% 0%
PEAK HR FACTOR 0.391 0.667 0.955 0.836 0.884
APP/DEPART 111 / 1 8 / 48 298 / 303 301 / 366 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 9 0 1 1 0 0 1 79 5 0 62 0 158 0 0 0 0 0
4:15 PM 2 0 3 0 0 0 0 67 5 3 79 0 159 0 0 0 0 0
4:30 PM 2 0 3 0 0 2 1 70 4 1 70 0 153 0 0 0 0 0
4:45 PM 4 0 1 0 0 0 0 84 1 0 69 0 159 0 0 0 0 0
5:00 PM 3 0 2 1 0 1 0 82 1 1 61 0 152 0 0 0 0 0
5:15 PM 1 0 1 0 0 0 0 71 2 1 78 0 154 0 0 0 0 0
5:30 PM 6 0 0 0 0 0 0 84 0 1 66 0 157 0 0 0 0 0
5:45 PM 2 0 0 0 0 0 0 73 0 1 76 0 152 0 0 0 0 0
VOLUMES 29 0 11 2 0 3 2 610 18 8 561 0 1,244 0 0 0 0 0
APPROACH % 73% 0% 28% 40% 0% 60% 0% 97% 3% 1% 99% 0%
APP/DEPART 40 / 2 5 / 26 630 / 623 569 / 593 0

BEGIN PEAK HR
VOLUMES 17 0 8 1 0 2 2 300 15 4 280 0 629
APPROACH % 68% 0% 32% 33% 0% 67% 1% 95% 5% 1% 99% 0%
PEAK HR FACTOR 0.625 0.375 0.932 0.866 0.989
APP/DEPART 25 / 2 3 / 19 317 / 309 284 / 299 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

BICYCLE CROSSINGS

PM PM PM
2:30 PM
PM
4:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
South Leg of Terrace
Barton

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton Add U-Turns to Left Turns

7.d
Packet Pg. 1647 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 15 8 0 7 TOTAL 3
5 3 0 2 PM 2
10 5 0 5 PM 1
608 569
1,177
1,281
593 688
0 0 0
589 561
1,150
TOTAL
PMPM
19 8
27 3 2 1
PMPM
TOTAL
1,132
610 522
101
18 83
589 623
1,212
1,236
630 606
102 PM 94 0 62 156
26 PM 29 0 11 40
128 TOTAL 123 0 73 196
11 7 0 4 TOTAL 3
3 2 0 1 PM 2
8 5 0 3 PM 1
301 284 585
665 299 366
0 0 0
291 280 571
TOTAL
PMPM
PM 2:30 PM
3:45 PM
10 4
14 3 2 1
#N/A
PMPM
TOTAL
559 300 259
PM 4:00 PM
3:45 PM
53 15 38
303 309 612
615 317 298
48 PM 70 0 41 111
19 PM 17 0 8 25
67 Total 87 0 49 136
South Leg of Terrace AimTD LLC

TURNING MOVEMENT COUNTS
South Leg of Terrace
Barton
SC2328
Barton

ALL HOURS
South Leg of Terrace
South Leg of Terrace
Barton
Barton

PEAK HOUR
Grand Terrace

7.d
Packet Pg. 1648 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 11 0 11 0 0 0 0 64 20 13 73 0 191 0
2:15 PM 10 0 13 2 0 0 0 70 41 3 71 0 209 0
2:30 PM 39 0 39 1 0 1 0 62 20 3 63 0 227 0
2:45 PM 21 0 6 2 0 1 0 70 15 5 71 0 190 0
3:00 PM 15 0 3 0 0 2 0 74 5 0 85 0 182 0
3:15 PM 6 0 2 0 0 2 2 72 14 2 97 0 194 0
3:30 PM 8 0 5 1 0 0 0 81 7 0 90 0 190 0
3:45 PM 9 0 3 0 0 0 0 74 9 0 90 0 185 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 118 0 80 6 0 6 2 565 130 26 637 0 1,567 0 0 0 0 0 APPROACH % 59% 0% 41% 50% 0% 50% 0% 81% 19% 4% 96% 0%
APP/DEPART 198 / 2 11 / 156 696 / 650 663 / 760 0

BEGIN PEAK HR
VOLUMES 81 0 68 5 0 2 0 266 96 24 277 0 817
APPROACH % 54% 0% 46% 69% 0% 31% 0% 74% 26% 8% 92% 0%
PEAK HR FACTOR 0.479 0.542 0.813 0.874 0.899
APP/DEPART 149 / 0 7 / 120 361 / 338 301 / 359 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 15 0 2 1 0 0 1 84 6 0 68 0 176 0
4:15 PM 2 0 5 0 0 0 0 71 10 8 84 0 179 0
4:30 PM 3 0 5 0 0 2 1 73 4 1 80 0 169 0
4:45 PM 4 0 1 0 0 0 0 85 2 0 76 0 167 0
5:00 PM 3 0 4 1 0 1 0 85 2 3 62 0 160 0
5:15 PM 1 0 1 0 0 0 0 75 3 3 85 0 167 0
5:30 PM 7 0 0 0 0 0 0 85 0 1 66 0 158 0
5:45 PM 2 0 0 0 0 0 0 75 0 1 77 0 155 0
VOLUMES 36 0 18 2 0 3 2 631 26 17 596 0 1,330 0 0 0 0 0 APPROACH % 67% 0% 33% 40% 0% 60% 0% 96% 4% 3% 97% 0%
APP/DEPART 54 / 2 5 / 42 659 / 651 612 / 635 0

BEGIN PEAK HR
VOLUMES 24 0 13 1 0 2 2 313 21 9 307 0 690
APPROACH % 64% 0% 36% 33% 0% 67% 1% 93% 6% 3% 97% 0%
PEAK HR FACTOR 0.553 0.375 0.927 0.865 0.966
APP/DEPART 37 / 2 3 / 30 336 / 327 315 / 332 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1649 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 4 0 2 0 0 0 0 53 4 0 51 0 114 0 0 0 0 0
2:15 PM 7 0 6 0 0 0 0 52 4 3 55 0 127 0 0 0 0 0
2:30 PM 37 0 26 1 0 1 0 53 8 3 47 0 176 0 0 0 0 0
2:45 PM 12 0 3 2 0 1 0 58 10 5 63 0 154 0 0 0 0 0
3:00 PM 8 0 1 0 0 2 0 58 2 0 76 0 147 0 0 0 0 0
3:15 PM 2 0 2 0 0 0 0 64 3 2 77 0 150 0 0 0 0 0
3:30 PM 2 0 3 1 0 0 0 64 5 0 83 0 158 0 0 0 0 0
3:45 PM 3 0 3 0 0 0 0 62 7 0 78 0 153 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 75 0 46 4 0 4 0 464 43 13 530 0 1,179 0 0 0 0 0 APPROACH % 62% 0% 38% 50% 0% 50% 0% 92% 8% 2% 98% 0%
APP/DEPART 121 / 0 8 / 56 507 / 514 543 / 609 0

BEGIN PEAK HR
VOLUMES 59 0 32 3 0 4 0 233 23 10 263 0 627
APPROACH % 65% 0% 35% 43% 0% 57% 0% 91% 9% 4% 96% 0%
PEAK HR FACTOR 0.361 0.583 0.941 0.864 0.891
APP/DEPART 91 / 0 7 / 33 256 / 268 273 / 326 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 4 0 0 1 0 0 1 74 4 0 56 0 140 0 0 0 0 0
4:15 PM 2 0 2 0 0 0 0 62 1 0 71 0 138 0 0 0 0 0
4:30 PM 0 0 2 0 0 2 1 67 4 1 58 0 135 0 0 0 0 0
4:45 PM 4 0 1 0 0 0 0 82 0 0 61 0 148 0 0 0 0 0
5:00 PM 3 0 1 1 0 1 0 78 0 0 60 0 144 0 0 0 0 0
5:15 PM 1 0 1 0 0 0 0 67 1 0 73 0 143 0 0 0 0 0
5:30 PM 5 0 0 0 0 0 0 83 0 1 66 0 155 0 0 0 0 0
5:45 PM 2 0 0 0 0 0 0 70 0 1 74 0 147 0 0 0 0 0
VOLUMES 21 0 7 2 0 3 2 583 10 3 519 0 1,150 0 0 0 0 0
APPROACH % 75% 0% 25% 40% 0% 60% 0% 98% 2% 1% 99% 0%
APP/DEPART 28 / 2 5 / 13 595 / 592 522 / 543 0

BEGIN PEAK HR
VOLUMES 13 0 3 1 0 1 0 310 1 1 260 0 590
APPROACH % 81% 0% 19% 50% 0% 50% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.800 0.250 0.937 0.894 0.952
APP/DEPART 16 / 0 2 / 2 311 / 314 261 / 274 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace
PM
2:30 PM
PM
4:45 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton

7.d
Packet Pg. 1650 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 1 0 0 0 0 0 0 3 2 0 4 0 10 0 0 0 0 0
2:15 PM 0 0 1 1 0 0 0 8 0 0 5 0 15 0 0 0 0 0
2:30 PM 0 0 5 0 0 0 0 6 0 0 5 0 16 0 0 0 0 0
2:45 PM 4 0 0 0 0 0 0 4 3 0 3 0 14 0 0 0 0 0
3:00 PM 1 0 1 0 0 0 0 5 2 0 3 0 12 0 0 0 0 0
3:15 PM 1 0 0 0 0 1 1 3 3 0 7 0 16 0 0 0 0 0
3:30 PM 0 0 1 0 0 0 0 3 1 0 3 0 8 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 5 0 0 8 0 13 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 7 0 8 1 0 1 1 37 11 0 38 0 104 0 0 0 0 0
APPROACH % 47% 0% 53% 50% 0% 50% 2% 76% 22% 0% 100% 0%
APP/DEPART 15 / 1 2 / 11 49 / 46 38 / 46 0

BEGIN PEAK HR
VOLUMES 6 0 6 0 0 1 1 18 8 0 18 0 58
APPROACH % 50% 0% 50% 0% 0% 100% 4% 67% 30% 0% 100% 0%
PEAK HR FACTOR 0.600 0.250 0.964 0.643 0.906
APP/DEPART 12 / 1 1 / 8 27 / 24 18 / 25 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 3 0 0 0 0 0 0 2 1 0 2 0 8 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 3 2 1 7 0 13 0 0 0 0 0
4:30 PM 2 0 0 0 0 0 0 2 0 0 9 0 13 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 2 1 0 5 0 8 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 3 0 0 1 0 4 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 3 1 0 1 0 5 0 0 0 0 0
5:30 PM 1 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 0 0 0
VOLUMES 6 0 0 0 0 0 0 18 5 1 27 0 57 0 0 0 0 0
APPROACH % 100% 0% 0% 0% 0% 0% 0% 78% 22% 4% 96% 0%
APP/DEPART 6 / 0 0 / 6 23 / 18 28 / 33 0

BEGIN PEAK HR
VOLUMES 5 0 0 0 0 0 0 9 4 1 23 0 42
APPROACH % 100% 0% 0% 0% 0% 0% 0% 69% 31% 4% 96% 0%
PEAK HR FACTOR 0.417 0.000 0.650 0.667 0.808
APP/DEPART 5 / 0 0 / 5 13 / 9 24 / 28 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace
PM
2:30 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton

7.d
Packet Pg. 1651 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 1 0 0 0 0 0 0 3 2 5 0 0 11 0 0 0 0 0
2:15 PM 0 0 1 0 0 0 0 2 11 0 1 0 15 0 0 0 0 0
2:30 PM 1 0 1 0 0 0 0 0 3 0 0 0 5 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
3:00 PM 1 0 0 0 0 0 0 2 0 0 1 0 4 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 3 0 2 0 0 0 0 11 17 5 4 0 42 0 0 0 0 0
APPROACH % 60% 0% 40% 0% 0% 0% 0% 39% 61% 56% 44% 0%
APP/DEPART 5 / 0 0 / 22 28 / 13 9 / 7 0

BEGIN PEAK HR
VOLUMES 2 0 2 0 0 0 0 6 16 5 1 0 32
APPROACH % 50% 0% 50% 0% 0% 0% 0% 27% 73% 83% 17% 0%
PEAK HR FACTOR 0.500 0.000 0.423 0.300 0.533
APP/DEPART 4 / 0 0 / 21 22 / 8 6 / 3 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 1 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
VOLUMES 0 0 1 0 0 0 0 2 1 0 7 0 11 0 0 0 0 0
APPROACH % 0% 0% 100% 0% 0% 0% 0% 67% 33% 0% 100% 0%
APP/DEPART 1 / 0 0 / 1 3 / 3 7 / 7 0

BEGIN PEAK HR
VOLUMES 0 0 1 0 0 0 0 1 0 0 5 0 7
APPROACH % 0% 0% 100% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.250 0.000 0.250 0.625 0.583
APP/DEPART 1 / 0 0 / 0 1 / 2 5 / 5 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton

7.d
Packet Pg. 1652 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 1 0 3 0 0 0 0 0 3 1 2 0 10 0 0 0 0 0
2:15 PM 1 0 1 0 0 0 0 0 5 0 2 0 9 0 0 0 0 0
2:30 PM 0 0 1 0 0 0 0 0 2 0 2 0 5 0 0 0 0 0
2:45 PM 1 0 1 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0
3:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 1 2 0 1 0 4 0 0 0 0 0
3:30 PM 2 0 0 0 0 0 0 2 0 0 0 0 4 0 0 0 0 0
3:45 PM 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 8 0 6 0 0 0 0 3 12 1 8 0 38 0 0 0 0 0
APPROACH % 57% 0% 43% 0% 0% 0% 0% 20% 80% 11% 89% 0%
APP/DEPART 14 / 0 0 / 13 15 / 9 9 / 16 0

BEGIN PEAK HR
VOLUMES 3 0 6 0 0 0 0 0 10 1 7 0 27
APPROACH % 33% 0% 67% 0% 0% 0% 0% 0% 100% 13% 88% 0%
PEAK HR FACTOR 0.563 0.000 0.500 0.667 0.675
APP/DEPART 9 / 0 0 / 11 10 / 6 8 / 10 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 2 0 0 0 0 0 0 1 0 0 1 0 4 0 0 0 0 0
4:15 PM 0 0 1 0 0 0 0 0 2 2 0 0 5 0 0 0 0 0
4:30 PM 0 0 1 0 0 0 0 1 0 0 2 0 4 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
5:00 PM 0 0 1 0 0 0 0 0 0 1 0 0 2 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 1 0 1 2 0 4 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 2 0 3 0 0 0 0 3 2 4 6 0 20 0 0 0 0 0
APPROACH % 40% 0% 60% 0% 0% 0% 0% 60% 40% 40% 60% 0%
APP/DEPART 5 / 0 0 / 6 5 / 6 10 / 8 0

BEGIN PEAK HR
VOLUMES 2 0 2 0 0 0 0 2 2 2 4 0 14
APPROACH % 50% 0% 50% 0% 0% 0% 0% 50% 50% 33% 67% 0%
PEAK HR FACTOR 0.500 0.000 0.500 0.750 0.700
APP/DEPART 4 / 0 0 / 4 4 / 4 6 / 6 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton

7.d
Packet Pg. 1653 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace
PM
2:00 PM
PM
3:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton

7.d
Packet Pg. 1654 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: South Leg of Terrace LOCATION #: 3 TUESDAY EAST & WEST: Barton CONTROL: STOP N/S
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
3:15 PM 1 0 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 1 0 0 0 0 0 0 7 0 0 9 0 17 0 0 0 0 0
APPROACH % 100% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 1 / 0 0 / 0 7 / 7 9 / 10 0

BEGIN PEAK HR
VOLUMES 1 0 0 0 0 0 0 5 0 0 3 0 9
APPROACH % 100% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.250 0.000 0.625 0.375 0.750
APP/DEPART 1 / 0 0 / 0 5 / 5 3 / 4 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 4 0 0 2 0 6 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 4 / 4 2 / 2 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 3 0 0 2 0 5
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.375 0.500 0.417
APP/DEPART 0 / 0 0 / 0 3 / 3 2 / 2 0
South Leg of Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
South Leg of Terrace
PM
2:45 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
South Leg of Terrace South Leg of Terrace Barton Barton

7.d
Packet Pg. 1655 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
6:30 AM 0 0 1 11 0 7 3 18 0 0 42 1 83 0 0 0 0 0
6:45 AM 0 0 1 10 0 6 3 35 1 0 59 4 119 0 0 0 0 0
7:00 AM 0 0 0 16 0 10 6 59 0 0 52 5 148 0 0 0 0 0
7:15 AM 0 0 0 17 0 13 15 65 0 1 54 6 171 0 0 0 1 1
7:30 AM 0 0 0 21 0 17 10 59 1 3 65 7 183 0 0 0 1 1
7:45 AM 0 0 0 19 0 14 3 85 0 1 64 7 193 0 0 0 0 0
8:00 AM 0 0 1 9 1 3 4 65 2 2 62 8 157 0 0 0 0 0
8:15 AM 0 0 1 7 1 12 8 51 1 1 51 4 137 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 4 110 2 82 52 437 5 8 449 42 1,191 0 0 0 2 2 APPROACH % 0% 0% 100% 57% 1% 42% 11% 88% 1% 2% 90% 8%
APP/DEPART 4 / 94 194 / 13 494 / 553 499 / 531 0

BEGIN PEAK HR
VOLUMES 0 0 1 66 1 47 32 274 3 7 245 28 704
APPROACH % 0% 0% 100% 58% 1% 41% 10% 89% 1% 3% 88% 10%
PEAK HR FACTOR 0.250 0.750 0.878 0.933 0.912
APP/DEPART 1 / 60 114 / 9 309 / 343 280 / 292 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
Grand Terrace
Barton

BICYCLE CROSSINGS
AM AM
7:15 AM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

7.d
Packet Pg. 1656 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 194 82 2 110 TOTAL 94
0 0 0 0 PM 0
194 82 2 110 AM 94
499
0 499
531
0 531
42 0
42 449
0 449
TOTAL
PM
AM
8 0 8
52 0
52 AM
PM
TOTAL
437
0 437
5 0 5
553
0 553
494
0 494
13 AM 0 0 4 4
0 PM 0 0 0 0
13 TOTAL 0 0 4 4
114 47 1 66 TOTAL 60
0 0 0 0 PM 0
114 47 1 66 AM 60
280
0 280
292
0 292
28 0
28 245
0 245
TOTAL
PM
AM
AM 7:15 AM
8:15 AM
7 0 7
32 0
32 #N/A
AM
PM
TOTAL
274
0 274
PM 3:00 PM
3:45 PM
3 0 3
343
0 343
309
0 309
9 AM 0 0 1 1
0 PM 0 0 0 0
9 Total 0 0 1 1
Grand Terrace AimTD LLC

TURNING MOVEMENT COUNTS
Grand Terrace
Barton
SC2328
Barton

ALL HOURS
Grand Terrace
Grand Terrace
Barton
Barton

PEAK HOUR
Grand Terrace

7.d
Packet Pg. 1657 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 1 12 0 7 3 29 0 0 46 2 100 0
6:45 AM 0 0 1 12 0 6 3 45 1 0 65 5 137 0
7:00 AM 0 0 0 18 0 10 7 70 0 0 55 6 166 0
7:15 AM 0 0 0 19 0 14 16 67 0 1 62 6 183 0
7:30 AM 0 0 0 23 0 19 13 62 1 3 69 8 196 0
7:45 AM 0 0 0 19 0 14 3 98 0 1 74 7 216 0
8:00 AM 0 0 1 10 1 3 4 74 2 2 68 10 174 0
8:15 AM 0 0 1 7 1 12 10 56 1 1 63 4 155 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 4 119 2 85 58 500 5 8 500 46 1,326 0 0 0 0 0 APPROACH % 0% 0% 100% 58% 1% 41% 10% 89% 1% 1% 90% 8%
APP/DEPART 4 / 104 206 / 15 562 / 623 554 / 585 0

BEGIN PEAK HR
VOLUMES 0 0 1 70 1 50 35 300 3 7 272 30 769
APPROACH % 0% 0% 100% 58% 1% 41% 10% 89% 1% 2% 88% 10%
PEAK HR FACTOR 0.250 0.726 0.837 0.942 0.889
APP/DEPART 1 / 65 121 / 11 338 / 371 309 / 322 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace
AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Grand Terrace Grand Terrace Barton Barton

7.d
Packet Pg. 1658 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 1 9 0 7 3 11 0 0 39 0 70 0 0 0 0 0
6:45 AM 0 0 1 7 0 6 3 27 1 0 55 2 102 0 0 0 0 0
7:00 AM 0 0 0 12 0 10 5 51 0 0 49 4 131 0 0 0 0 0
7:15 AM 0 0 0 13 0 12 14 62 0 1 47 6 155 0 0 0 1 1
7:30 AM 0 0 0 18 0 14 7 57 1 3 61 6 167 0 0 0 1 1
7:45 AM 0 0 0 19 0 14 3 75 0 1 54 7 173 0 0 0 0 0
8:00 AM 0 0 1 8 1 3 4 56 2 2 55 5 137 0 0 0 0 0
8:15 AM 0 0 1 7 1 12 6 46 1 1 38 4 117 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 4 93 2 78 45 385 5 8 398 34 1,052 0 0 0 2 2 APPROACH % 0% 0% 100% 54% 1% 45% 10% 89% 1% 2% 90% 8%
APP/DEPART 4 / 79 173 / 13 435 / 484 440 / 476 0

BEGIN PEAK HR
VOLUMES 0 0 1 58 1 43 28 250 3 5 217 24 632
APPROACH % 0% 0% 100% 57% 1% 42% 10% 89% 1% 2% 88% 10%
PEAK HR FACTOR 0.250 0.773 0.901 0.886 0.913
APP/DEPART 1 / 52 102 / 9 281 / 311 248 / 260 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
AM
7:15 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1659 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 2 0 0 0 0 0 0 0 1 3 0 0 0 0 0
6:45 AM 0 0 0 2 0 0 0 3 0 0 1 2 8 0 0 0 0 0
7:00 AM 0 0 0 4 0 0 0 2 0 0 2 1 9 0 0 0 0 0
7:15 AM 0 0 0 4 0 1 1 3 0 0 3 0 12 0 0 0 0 0
7:30 AM 0 0 0 3 0 2 1 1 0 0 3 1 11 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 2 0 0 4 0 6 0 0 0 0 0
8:00 AM 0 0 0 1 0 0 0 4 0 0 4 3 12 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 1 2 0 0 9 0 12 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 16 0 3 3 17 0 0 26 8 73 0 0 0 0 0
APPROACH % 0% 0% 0% 84% 0% 16% 15% 85% 0% 0% 76% 24%
APP/DEPART 0 / 11 19 / 0 20 / 33 34 / 29 0

BEGIN PEAK HR
VOLUMES 0 0 0 4 0 2 2 9 0 0 20 4 41
APPROACH % 0% 0% 0% 67% 0% 33% 18% 82% 0% 0% 83% 17%
PEAK HR FACTOR 0.000 0.300 0.688 0.667 0.854
APP/DEPART 0 / 6 6 / 0 11 / 13 24 / 22 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1660 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
6:45 AM 0 0 0 1 0 0 0 0 0 0 1 0 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 1 0 0 0 5 0 0 3 0 9 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 1 / 0 5 / 6 3 / 3 0

BEGIN PEAK HR
VOLUMES 0 0 0 1 0 0 0 1 0 0 3 0 5
APPROACH % 0% 0% 0% 100% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.250 0.250 0.750 0.625
APP/DEPART 0 / 0 1 / 0 1 / 2 3 / 3 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1661 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 4 0 0 1 0 5 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 3 0 0 2 0 5 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 0 4 0 0 1 0 5 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 4 0 0 2 0 6 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 1 0 0 3 0 4 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 19 0 0 13 0 32 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 0 / 0 19 / 19 13 / 13 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 11 0 0 6 0 17
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.688 0.750 0.850
APP/DEPART 0 / 0 0 / 0 11 / 11 6 / 6 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1662 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
AM
6:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1663 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
6:30 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
6:45 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
7:00 AM 0 0 0 0 0 0 1 2 0 0 0 0 3 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
7:30 AM 0 0 0 0 0 1 2 0 0 0 0 0 3 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 3 0 0 4 0 7 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 1 0 0 2 0 3 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 1 1 0 0 1 0 3 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 1 4 11 0 0 9 0 25 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 27% 73% 0% 0% 100% 0%
APP/DEPART 0 / 4 1 / 0 15 / 11 9 / 10 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 1 3 5 0 0 7 0 16
APPROACH % 0% 0% 0% 0% 0% 100% 38% 63% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.250 0.667 0.438 0.571
APP/DEPART 0 / 3 1 / 0 8 / 5 7 / 8 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
AM
7:30 AM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1664 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: PROJECT #: SC2328
Tue, Aug 27, 19 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: STOP S
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0
2:00 PM 1 0 2 9 0 21 16 59 0 0 92 10 210 0 0 0 0 0
2:15 PM 0 0 0 10 0 8 9 66 0 2 47 17 159 0 0 0 1 1
2:30 PM 0 0 0 22 0 12 9 82 0 0 47 17 189 0 0 0 0 0
2:45 PM 2 1 1 12 0 8 3 77 2 1 59 7 173 0 0 0 1 1
3:00 PM 1 0 0 4 0 7 11 65 1 0 79 10 178 0 0 0 0 0
3:15 PM 0 0 0 8 0 0 8 58 0 1 91 14 180 0 0 0 0 0
3:30 PM 0 0 2 10 0 5 13 60 1 0 57 10 158 0 0 0 0 0
3:45 PM 0 0 0 5 0 3 9 67 0 0 60 14 158 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 4 1 5 80 0 64 78 534 4 4 532 99 1,405 0 0 0 2 2 APPROACH % 40% 10% 50% 56% 0% 44% 13% 87% 1% 1% 84% 16% APP/DEPART 10 / 178 144 / 6 616 / 621 635 / 600 0

BEGIN PEAK HR
VOLUMES 3 1 3 53 0 49 37 284 2 3 245 51 731
APPROACH % 43% 14% 43% 52% 0% 48% 11% 88% 1% 1% 82% 17% PEAK HR FACTOR 0.438 0.750 0.887 0.733 0.870
APP/DEPART 7 / 89 102 / 3 323 / 342 299 / 297 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 14 0 4 8 77 0 0 63 10 176 0 0 0 0 0
4:15 PM 0 0 1 6 0 4 10 59 0 0 72 11 163 0 0 0 0 0
4:30 PM 1 0 1 10 0 7 8 70 1 0 68 12 178 0 0 0 0 0
4:45 PM 0 0 1 11 0 6 14 75 0 1 61 8 177 0 0 0 0 0
5:00 PM 0 0 2 6 0 3 9 82 0 0 57 4 163 0 0 0 0 0
5:15 PM 0 0 0 5 0 1 9 63 0 0 82 12 172 0 0 0 0 0
5:30 PM 0 0 2 6 0 3 14 70 0 0 69 10 174 0 0 0 0 0
5:45 PM 0 0 0 12 0 5 15 65 0 0 66 15 178 0 0 0 0 0
VOLUMES 1 0 7 70 0 33 87 561 1 1 538 82 1,381 0 0 0 0 0 APPROACH % 13% 0% 88% 68% 0% 32% 13% 86% 0% 0% 87% 13%
APP/DEPART 8 / 169 103 / 2 649 / 638 621 / 572 0

BEGIN PEAK HR
VOLUMES 1 0 3 41 0 21 40 281 1 1 264 41 694
APPROACH % 25% 0% 75% 66% 0% 34% 12% 87% 0% 0% 86% 13%
PEAK HR FACTOR 0.500 0.861 0.904 0.922 0.975
APP/DEPART 4 / 81 62 / 2 322 / 325 306 / 286 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Grand Terrace
Grand Terrace
Barton

BICYCLE CROSSINGS

PM PM PM
2:00 PM
PM
4:00 PM

ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns

7.d
Packet Pg. 1665 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction 247 97 0 150 TOTAL 347
103 33 0 70 PM 169
144 64 0 80 PM 178
635 621
1,256
1,172
572 600
99 82
181
532 538
1,070
TOTAL
PMPM
4 1 5
165
87 78
PMPM
TOTAL
1,095
561 534
5 1 4
621 638
1,259
1,265
649 616
6 PM 4 1 5 10
2 PM 1 0 7 8
8 TOTAL 5 1 12 18
164 70 0 94 TOTAL 170
62 21 0 41 PM 81
102 49 0 53 PM 89
299 306 605
583 286 297
51 41 92
245 264 509
TOTAL
PMPM
PM 2:00 PM
3:45 PM
3 1 4
77 40 37
#N/A
PMPM
TOTAL
565 281 284
PM 4:00 PM
3:45 PM
3 1 2
342 325 667
645 322 323
3 PM 3 1 3 7
2 PM 1 0 3 4
5 Total 4 1 6 11
Grand Terrace AimTD LLC

TURNING MOVEMENT COUNTS
Grand Terrace
Barton
SC2328
Barton

ALL HOURS
Grand Terrace
Grand Terrace
Barton
Barton

PEAK HOUR
Grand Terrace

7.d
Packet Pg. 1666 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
NOTES: AM ▲
PCE Class 1 2 3 4 5 6 PM N
Adjusted Factor 1 1.5 2 3 2 2 MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 1 0 2 11 0 22 16 65 0 0 110 14 240 0
2:15 PM 0 0 0 11 0 9 11 76 0 2 58 19 185 0
2:30 PM 0 0 0 24 0 14 10 88 0 0 54 18 207 0
2:45 PM 2 1 1 13 0 8 3 87 3 1 62 8 187 0
3:00 PM 1 0 0 4 0 8 12 72 1 0 84 12 193 0
3:15 PM 0 0 0 8 0 0 9 61 0 1 100 14 192 0
3:30 PM 0 0 2 11 0 6 14 67 1 0 60 11 171 0
3:45 PM 0 0 0 5 0 4 9 71 0 0 62 15 165 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 4 1 5 87 0 69 83 584 5 4 588 110 1,538 0 0 0 0 0 APPROACH % 40% 10% 50% 56% 0% 44% 12% 87% 1% 1% 84% 16% APP/DEPART 10 / 194 156 / 9 672 / 676 701 / 661 0

BEGIN PEAK HR
VOLUMES 3 1 3 59 0 53 40 315 3 3 283 58 818
APPROACH % 43% 14% 43% 53% 0% 47% 11% 88% 1% 1% 82% 17% PEAK HR FACTOR 0.438 0.740 0.909 0.695 0.852
APP/DEPART 7 / 99 111 / 6 357 / 376 344 / 338 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 15 0 5 8 80 0 0 72 11 190 0
4:15 PM 0 0 1 6 0 4 12 64 0 0 78 12 175 0
4:30 PM 1 0 1 11 0 9 8 73 1 0 77 13 193 0
4:45 PM 0 0 1 12 0 7 14 80 0 1 66 8 188 0
5:00 PM 0 0 2 7 0 3 9 86 0 0 58 4 168 0
5:15 PM 0 0 0 5 0 1 10 64 0 0 88 12 179 0
5:30 PM 0 0 2 6 0 3 14 71 0 0 72 10 178 0
5:45 PM 0 0 0 14 0 5 16 69 0 0 66 15 184 0
VOLUMES 1 0 7 75 0 36 90 585 1 1 576 84 1,454 0 0 0 0 0 APPROACH % 13% 0% 88% 67% 0% 33% 13% 87% 0% 0% 87% 13%
APP/DEPART 8 / 174 111 / 2 675 / 666 661 / 613 0

BEGIN PEAK HR
VOLUMES 1 0 3 43 0 24 42 296 1 1 292 43 745
APPROACH % 25% 0% 75% 64% 0% 36% 12% 87% 0% 0% 87% 13%
PEAK HR FACTOR 0.500 0.838 0.904 0.939 0.965
APP/DEPART 4 / 85 67 / 2 338 / 342 336 / 317 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

U-TURNS
Grand Terrace Grand Terrace Barton Barton

7.d
Packet Pg. 1667 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 1: NOTES: AM ▲

PASSENGER PM N
VEHICLES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 1 0 2 5 0 19 16 55 0 0 75 7 180 0 0 0 0 0
2:15 PM 0 0 0 8 0 6 7 55 0 2 37 13 128 0 0 0 1 1
2:30 PM 0 0 0 18 0 9 7 72 0 0 41 15 162 0 0 0 0 0
2:45 PM 2 1 1 11 0 8 3 68 1 1 54 6 156 0 0 0 1 1
3:00 PM 1 0 0 4 0 6 10 58 1 0 73 7 160 0 0 0 0 0
3:15 PM 0 0 0 8 0 0 7 54 0 1 78 14 162 0 0 0 0 0
3:30 PM 0 0 2 8 0 4 12 53 1 0 52 9 141 0 0 0 0 0
3:45 PM 0 0 0 5 0 2 9 62 0 0 57 13 148 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 4 1 5 67 0 54 71 477 3 4 467 84 1,237 0 0 0 2 2 APPROACH % 40% 10% 50% 55% 0% 45% 13% 87% 1% 1% 84% 15% APP/DEPART 10 / 156 121 / 5 551 / 551 555 / 525 0

BEGIN PEAK HR
VOLUMES 3 1 1 41 0 23 27 252 2 1 246 42 640
APPROACH % 60% 20% 20% 64% 0% 36% 10% 90% 1% 0% 85% 14% PEAK HR FACTOR 0.313 0.593 0.889 0.780 0.988
APP/DEPART 5 / 70 64 / 3 281 / 295 290 / 272 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 13 0 3 8 74 0 0 56 9 163 0 0 0 0 0
4:15 PM 0 0 1 6 0 4 8 54 0 0 63 10 146 0 0 0 0 0
4:30 PM 1 0 1 8 0 4 8 68 1 0 60 10 161 0 0 0 0 0
4:45 PM 0 0 1 10 0 5 14 72 0 1 54 8 165 0 0 0 0 0
5:00 PM 0 0 2 5 0 3 9 78 0 0 56 4 157 0 0 0 0 0
5:15 PM 0 0 0 5 0 1 8 62 0 0 78 12 166 0 0 0 0 0
5:30 PM 0 0 2 6 0 3 14 69 0 0 66 10 170 0 0 0 0 0
5:45 PM 0 0 0 11 0 5 14 61 0 0 66 15 172 0 0 0 0 0
VOLUMES 1 0 7 64 0 28 83 538 1 1 499 78 1,300 0 0 0 0 0 APPROACH % 13% 0% 88% 70% 0% 30% 13% 86% 0% 0% 86% 13%
APP/DEPART 8 / 161 92 / 2 622 / 609 578 / 528 0

BEGIN PEAK HR
VOLUMES 0 0 4 27 0 12 45 270 0 0 266 41 665
APPROACH % 0% 0% 100% 69% 0% 31% 14% 86% 0% 0% 87% 13%
PEAK HR FACTOR 0.500 0.609 0.905 0.853 0.967
APP/DEPART 4 / 86 39 / 0 315 / 301 307 / 278 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
PM
2:30 PM
PM
5:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1668 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 2: NOTES: AM ▲
2-AXLE PM N
WORK MD ◄ W E ►

VEHICLES/ OTHER S
TRUCKS OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 0 0 0 4 0 2 0 1 0 0 4 1 12 0 0 0 0 0
2:15 PM 0 0 0 2 0 2 1 7 0 0 5 4 21 0 0 0 0 0
2:30 PM 0 0 0 4 0 3 2 8 0 0 3 2 22 0 0 0 0 0
2:45 PM 0 0 0 1 0 0 0 3 1 0 5 1 11 0 0 0 0 0
3:00 PM 0 0 0 0 0 1 1 3 0 0 4 2 11 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 3 0 0 9 0 12 0 0 0 0 0
3:30 PM 0 0 0 2 0 1 0 4 0 0 4 1 12 0 0 0 0 0
3:45 PM 0 0 0 0 0 1 0 3 0 0 3 0 7 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 13 0 10 4 32 1 0 37 11 108 0 0 0 0 0
APPROACH % 0% 0% 0% 57% 0% 43% 11% 86% 3% 0% 77% 23%
APP/DEPART 0 / 15 23 / 1 37 / 45 48 / 47 0

BEGIN PEAK HR
VOLUMES 0 0 0 11 0 7 3 19 1 0 17 8 66
APPROACH % 0% 0% 0% 61% 0% 39% 13% 83% 4% 0% 68% 32%
PEAK HR FACTOR 0.000 0.643 0.575 0.694 0.750
APP/DEPART 0 / 11 18 / 1 23 / 30 25 / 24 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 1 0 1 0 0 0 0 2 1 5 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 1 3 0 0 7 1 12 0 0 0 0 0
4:30 PM 0 0 0 2 0 2 0 1 0 0 5 2 12 0 0 0 0 0
4:45 PM 0 0 0 1 0 1 0 1 0 0 4 0 7 0 0 0 0 0
5:00 PM 0 0 0 1 0 0 0 2 0 0 1 0 4 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 1 1 0 0 0 0 2 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 1 3 0 0 0 0 4 0 0 0 0 0
VOLUMES 0 0 0 5 0 4 3 11 0 0 21 4 48 0 0 0 0 0
APPROACH % 0% 0% 0% 56% 0% 44% 21% 79% 0% 0% 84% 16%
APP/DEPART 0 / 7 9 / 0 14 / 16 25 / 25 0

BEGIN PEAK HR
VOLUMES 0 0 0 4 0 4 1 5 0 0 18 4 36
APPROACH % 0% 0% 0% 50% 0% 50% 17% 83% 0% 0% 82% 18%
PEAK HR FACTOR 0.000 0.500 0.375 0.688 0.750
APP/DEPART 0 / 5 8 / 0 6 / 9 22 / 22 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1669 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 3: NOTES: AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 0 0 0 0 0 0 0 1 0 0 6 0 7 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 1 1 0 0 1 0 3 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 1 1 0 0 2 0 4 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 2 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 2 10 0 0 10 1 23 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 17% 83% 0% 0% 91% 9%
APP/DEPART 0 / 3 0 / 0 12 / 10 11 / 10 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 1 6 0 0 7 0 14
APPROACH % 0% 0% 0% 0% 0% 0% 14% 86% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.875 0.292 0.500
APP/DEPART 0 / 1 0 / 0 7 / 6 7 / 7 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
4:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 1 0 3 0 0 7 0 11 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 1 / 0 3 / 3 7 / 8 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 1 0 2 0 0 5 0 8
APPROACH % 0% 0% 0% 0% 0% 100% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.250 0.500 0.417 0.667
APP/DEPART 0 / 0 1 / 0 2 / 2 5 / 6 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1670 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 4: NOTES: AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►

TRUCKS OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 0 0 0 0 0 0 0 2 0 0 3 1 6 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 2 0 0 3 0 5 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 9 0 0 9 1 19 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 90% 10%
APP/DEPART 0 / 1 0 / 0 9 / 9 10 / 9 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 6 0 0 8 1 15
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 89% 11%
PEAK HR FACTOR 0.000 0.000 0.750 0.563 0.625
APP/DEPART 0 / 1 0 / 0 6 / 6 9 / 8 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 1 0 0 3 0 4 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
5:45 PM 0 0 0 1 0 0 0 1 0 0 0 0 2 0 0 0 0 0
VOLUMES 0 0 0 1 0 0 0 6 0 0 9 0 16 0 0 0 0 0
APPROACH % 0% 0% 0% 100% 0% 0% 0% 100% 0% 0% 100% 0%
APP/DEPART 0 / 0 1 / 0 6 / 7 9 / 9 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 4 0 0 6 0 10
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.500 0.500 0.625
APP/DEPART 0 / 0 0 / 0 4 / 4 6 / 6 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1671 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 5: NOTES: AM ▲

RV PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000
APP/DEPART 0 / 0 0 / 0 0 / 0 0 / 0 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
PM
2:00 PM
PM
3:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1672 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction DATE: LOCATION: Grand Terrace PROJECT #: SC2328
8/27/19 NORTH & SOUTH: Grand Terrace LOCATION #: 4
TUESDAY EAST & WEST: Barton CONTROL: STOP S
CLASS 6: NOTES: AM ▲
PM N
BUSES MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 0 1 0 0 1 0
2:00 PM 0 0 0 0 0 0 0 0 0 0 4 1 5 0 0 0 0 0
2:15 PM 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0
2:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0
2:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0
3:00 PM 0 0 0 0 0 0 0 2 0 0 1 1 4 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 1 6 0 0 9 2 18 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 14% 86% 0% 0% 82% 18%
APP/DEPART 0 / 3 0 / 0 7 / 6 11 / 9 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 3 0 0 6 1 10
APPROACH % 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 86% 14%
PEAK HR FACTOR 0.000 0.000 0.375 0.350 0.500
APP/DEPART 0 / 1 0 / 0 3 / 3 7 / 6 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
VOLUMES 0 0 0 0 0 0 1 3 0 0 2 0 6 0 0 0 0 0
APPROACH % 0% 0% 0% 0% 0% 0% 25% 75% 0% 0% 100% 0%
APP/DEPART 0 / 1 0 / 0 4 / 3 2 / 2 0

BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 1 2 0 0 2 0 5
APPROACH % 0% 0% 0% 0% 0% 0% 33% 67% 0% 0% 100% 0%
PEAK HR FACTOR 0.000 0.000 0.375 0.500 0.417
APP/DEPART 0 / 1 0 / 0 3 / 2 2 / 2 0
Grand Terrace

NORTH SIDE
Barton WEST SIDE EAST SIDE Barton

SOUTH SIDE
Grand Terrace

U-TURNS
Grand Terrace Grand Terrace Barton Barton
PM
2:00 PM
PM
4:00 PM

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]

7.d
Packet Pg. 1673 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction

CITY OF COLTON
APPENDIX B – SEGMENT VOLUME COUNTS

7.d
Packet Pg. 1674 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction A816
DATE: LOCATION# Grand TerraceJOB #: SC2328 CLASS Barton between Grand Terrace and South Leg of Terrace

AM EASTBOUND PM EASTBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 5 00100000000 6 12:00 2 53 3 1 0 0 0 0 0 0 0 0 0 59 0:15 1 4 10020010000 9 12:15 0 30 13 0 3 0 0 0 2 0 0 0 0 480:30 0 1 00000000000 1 12:30 1 31 4 0 1 1 0 1 1 0 0 0 0 400:45 0 2 10000000000 3 12:45 0 40 3 0 6 0 0 1 1 0 0 0 0 511:00 0 3 00100000000 4 13:00 0 31 8 0 4 1 0 0 1 0 0 0 0 451:15 0 4 00000000000 4 13:15 0 46 4 1 4 5 0 0 2 0 0 0 0 621:30 0 9 00000040000 13 13:30 0 44 6 2 3 1 0 0 1 0 0 0 0 571:45 0 0 10000000000 1 13:45 0 45 10 2 2 0 0 0 0 0 0 0 0 592:00 0 1 00000020000 3 14:00 0 56 5 0 2 1 0 0 3 0 0 0 0 672:15 0 1 00000010000 2 14:15 2 54 9 1 4 0 0 0 5 0 0 0 0 752:30 0 4 00000000000 4 14:30 2 70 9 0 5 1 1 0 0 0 0 0 1 892:45 0 0 00000010000 1 14:45 1 59 16 1 6 0 0 0 1 0 0 0 0 843:00 0 1 01000020000 4 15:00 2 54 5 1 3 0 0 0 1 0 2 0 0 683:15 0 2 00000010000 3 15:15 0 49 10 0 4 2 0 0 0 0 0 0 0 653:30 0 5 00000020000 7 15:30 1 53 11 2 2 0 0 0 0 0 0 0 0 693:45 0 5 10000000000 6 15:45 1 64 7 1 1 1 0 0 0 0 0 0 0 754:00 0 8 30000010000 12 16:00 0 74 91 3 10010000 894:15 0 9 20000010000 12 16:15 0 53 6 0 2 0 0 0 0 0 0 0 0 61 4:30 0 1 10000000000 2 16:30 0 59 9 0 4 0 0 0 1 0 0 0 0 73 4:45 1 6 00110000000 9 16:45 0 74 7 0 1 0 0 0 1 0 0 1 0 84 5:00 0 6 20000010000 9 17:00 1 76 9 1 1 0 0 0 0 0 0 0 0 88 5:15 0 6 10100110000 10 17:15 1 64 11 0 3 0 0 0 0 0 0 0 0 79 5:30 0 5 10100110000 9 17:30 1 70 10 0 1 0 0 0 0 0 0 0 0 82 5:45 0 13 0 0 0 0 0 0 2 0 0 0 0 15 17:45 0 67 5 0 2 0 0 0 0 0 0 0 0 74 6:00 0 13 10 0 2 0 0 0 1 0 0 0 0 26 18:00 0 56 5 0 2 0 0 0 2 0 0 0 0 65 6:15 0 23 4 0 3 0 0 0 0 0 0 0 0 30 18:15 0 46 7 0 1 0 0 1 0 0 0 0 0 55 6:30 1 24 3 0 1 0 1 0 2 0 0 0 0 32 18:30 0 55 8 0 1 1 0 0 0 0 0 0 0 65 6:45 1 43 1 1 2 1 0 0 1 0 0 0 0 50 18:45 1 45 2 1 0 0 0 0 0 0 0 0 0 49 7:00 0 55 4 4 2 0 0 1 2 0 0 0 1 69 19:00 0 37 6 0 2 0 0 0 0 0 0 0 0 45 7:15 0 65 9 1 5 0 0 0 0 0 0 0 0 80 19:15 0 45 3 0 1 0 0 0 1 0 0 0 0 50 7:30 0 59 6 1 3 0 0 0 0 0 0 0 0 69 19:30 0 34 3 0 0 0 0 0 0 0 0 0 0 37 7:45 1 64 9 4 3 0 0 0 2 0 0 0 0 83 19:45 0 34 6 0 1 0 0 0 0 0 0 0 0 41 8:00 0 59 6 0 1 1 0 1 2 0 0 0 0 70 20:00 1 44 5 0 1 1 0 0 0 0 0 0 0 52 8:15 0 51 6 1 1 0 0 0 1 0 0 0 0 60 20:15 0 21 00 1 00020000 24 8:30 0 20 5 0 4 0 0 0 0 0 0 0 0 29 20:30 0 28 2 0 0 0 0 1 0 0 0 0 0 31 8:45 1 58 2 0 3 0 0 0 0 0 0 0 0 64 20:45 0 21 2 0 0 0 0 0 3 0 0 0 0 269:00 1 39 3 0 1 3 0 0 2 0 0 0 0 49 21:00 0 17 2 0 0 0 0 0 0 0 0 0 0 199:15 0 49 3 0 5 0 0 1 1 0 0 0 0 59 21:15 0 23 1 0 0 0 0 0 0 0 0 0 0 249:30 0 35 7 0 4 1 0 0 0 0 0 0 0 47 21:30 0 23 2 0 0 0 0 0 2 0 0 0 0 279:45 0 31 9 1 6 1 0 0 1 0 0 0 0 49 21:45 0 16 1 0 0 1 0 0 0 0 0 0 0 18 10:00 0 29 8 0 2 0 0 0 0 0 0 0 0 39 22:00 0 10 0 0 0 0 0 0 0 0 0 0 0 1010:15 0 24 6 0 0 0 0 0 3 1 0 0 0 34 22:15 0 12 1 0 0 0 0 0 1 0 0 0 0 1410:30 0 27 2 0 3 0 0 0 0 0 0 0 0 32 22:30 0 12 1 0 0 0 0 0 2 0 0 0 0 1510:45 1 36 6 0 3 2 0 0 6 0 0 0 0 54 22:45 0 9 00 0 00100000 1011:00 1 37 10 0 3 0 0 0 2 0 0 0 0 53 23:00 0 5 20 0 00000000 7 11:15 1 31 6 1 2 1 0 0 2 0 0 0 0 44 23:15 0 7 00 0 00000000 711:30 0 29 6 0 3 2 0 0 3 0 0 0 0 43 23:30 0 10 1 0 0 0 0 0 0 0 0 0 0 11 11:45 0 42 7 2 2 1 0 0 1 0 0 0 0 55 23:45 0 9 00 1 00010000 11 TOTAL 10 1,044 152 17 69 16 1 5 53 1001 1,369 TOTAL 17 1,935 249 15 78 17 1 5 35 0211 2,356 AM PEAK HOUR 7:15 AM PM PEAK HOUR 4:45 PM
AM PEAK VOLUME 302 PM PEAK VOLUME 333
CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 27 2,979 401 32 147 33 2 10 88 1212 3,725 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.7% 80.0% 10.8% 0.9% 3.9% 0.9% 0.1% 0.3% 2.4% 0.0% 0.1% 0.0% 0.1% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-TrailersCLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 45 5,721 865 56 347 56 4 24 166 1322 7,292 CLASS 7 4 or More Axles, Single Unit % OF TOTAL 1.2% 153.6% 23.2% 1.5% 9.3% 1.5% 0.1% 0.6% 4.5% 0.0% 0.1% 0.1% 0.1% 100.0% Growth 1.5% 2023 2019
353.4
24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, August 27, 2019

7.d
Packet Pg. 1675
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge DATE: LOCATION# Grand Terrace
JOB #: SC2328 CLASS Barton between Grand Terrace and South Leg of Terrace

AM WESTBOUND PM WESTBOUND
TIME 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL 0:00 0 2 20100010000 6 12:00 1 38 6 0 0 1 0 0 1 0 0 0 0 470:15 0 5 00000010000 6 12:15 0 37 5 0 3 2 1 0 1 0 0 0 0 490:30 0 4 20100000000 7 12:30 0 33 8 0 7 0 0 0 1 0 0 0 0 490:45 0 2 01000000000 3 12:45 0 24 6 1 3 0 0 0 1 0 0 0 0 351:00 0 4 00000000000 4 13:00 1 30 5 0 2 1 0 0 3 0 0 0 0 421:15 0 3 00000000000 3 13:15 0 36 6 0 3 1 0 0 2 0 0 0 0 481:30 0 1 00100010000 3 13:30 0 33 11 1 7 0 0 0 0 0 0 0 0 521:45 0 5 10000010000 7 13:45 0 31 7 0 3 0 0 0 1 0 0 0 0 422:00 0 2 00000040000 6 14:00 0 76 13 3 10 0 0 2 3 0 0 0 0 1072:15 0 1 00000010000 2 14:15 0 44 10 0 6 1 0 1 0 0 0 0 0 622:30 0 3 00100010000 5 14:30 0 45 4 0 4 0 0 0 1 0 0 0 0 542:45 0 2 00000000000 2 14:45 1 47 16 0 5 0 0 0 0 0 1 0 0 703:00 0 2 00000010000 3 15:00 1 66 13 2 5 1 0 2 1 0 0 0 0 913:15 0 5 10000000000 6 15:15 1 65 10 3 5 1 0 1 0 0 0 0 0 863:30 0 2 20000000000 4 15:30 0 48 9 0 3 0 1 0 0 0 0 0 0 613:45 0 4 20200020000 10 15:45 0 48 13 1 3 1 0 0 0 0 0 0 0 664:00 0 5 10000010000 7 16:00 0 59 8 0 5 0 0 0 1 0 0 0 0 734:15 0 5 00000010000 6 16:15 0 62 8 0 5 0 0 0 1 0 0 0 0 76 4:30 0 2 40000000000 6 16:30 0 54 11 0 4 2 0 2 0 0 0 0 0 734:45 0 10 2 0 0 0 0 0 0 0 0 0 0 12 16:45 1 48 12 0 3 1 0 0 0 0 0 0 0 655:00 1 12 2 1 1 2 0 0 0 0 0 0 0 19 17:00 0 54 7 0 1 0 0 0 0 0 0 0 0 625:15 0 12 3 0 1 0 0 0 2 0 0 0 0 18 17:15 0 65 9 0 3 2 0 0 1 0 0 0 0 805:30 1 18 5 0 2 0 0 0 1 0 0 0 0 27 17:30 0 59 9 0 1 0 0 0 0 0 0 0 0 695:45 1 31 6 0 3 0 0 0 1 0 0 0 0 42 17:45 0 61 9 0 2 0 0 0 0 0 0 0 0 726:00 0 20 3 0 4 0 0 0 0 0 0 0 0 27 18:00 0 46 3 0 2 0 0 0 0 0 0 0 0 516:15 0 23 4 0 2 0 0 0 0 0 0 0 0 29 18:15 0 52 6 0 1 0 0 0 1 0 0 0 0 606:30 1 29 6 0 3 0 0 0 1 0 0 0 0 40 18:30 0 41 3 0 0 0 0 0 0 0 0 0 0 446:45 0 51 4 0 1 1 0 0 2 0 0 0 0 59 18:45 0 35 6 0 0 0 0 0 0 0 0 0 0 417:00 0 49 6 0 7 0 0 0 0 0 0 1 0 63 19:00 0 35 4 0 0 0 0 0 2 0 0 0 0 417:15 1 53 10 2 4 0 0 0 1 0 0 0 0 71 19:15 0 36 2 0 0 1 0 1 2 0 0 0 0 427:30 0 61 7 1 5 0 0 0 1 0 0 0 0 75 19:30 2 34 6 0 4 0 0 0 1 0 0 0 0 477:45 0 60 8 2 6 0 0 0 2 0 0 0 0 78 19:45 1 28 6 0 0 0 0 1 0 0 0 0 0 368:00 0 56 7 2 3 0 0 0 2 0 0 0 0 70 20:00 0 34 4 0 1 0 0 0 0 0 0 0 0 398:15 0 44 5 1 2 0 0 0 3 0 0 0 0 55 20:15 0 42 6 0 1 0 0 0 0 0 0 0 0 498:30 0 36 30300020000 44 20:30 0 24 1 0 2 0 0 0 1 0 0 0 0 288:45 1 23 9 0 3 1 0 0 2 0 0 0 0 39 20:45 0 21 4 0 2 0 0 0 1 0 0 0 0 28 9:00 1 36 2 0 4 1 0 0 2 0 0 0 0 46 21:00 0 19 5 0 0 0 0 0 0 0 0 0 0 249:15 1 29 5 1 4 1 0 0 1 0 0 0 0 42 21:15 0 26 0 0 2 0 0 0 0 0 0 0 0 28 9:30 1 21 5 1 1 0 0 0 2 0 0 0 0 31 21:30 0 18 3 0 0 0 0 0 1 0 0 0 0 22 9:45 0 27 4 0 2 0 0 0 0 0 0 0 0 33 21:45 0 13 4 0 1 0 0 0 0 0 0 0 0 18 10:00 0 25 11 1 2 0 0 0 1 0 0 0 0 40 22:00 0 18 2 0 0 0 0 0 0 0 0 0 0 20 10:15 0 25 6 0 5 1 0 0 1 0 0 0 0 38 22:15 0 10 1 0 0 0 0 0 0 0 0 0 0 1110:30 0 32 6 0 3 0 0 0 1 0 0 0 0 42 22:30 0 11 1 0 0 0 0 0 1 0 0 0 0 13 10:45 0 28 8 0 1 0 0 0 4 0 0 0 0 41 22:45 0 9 30 100000000 13 11:00 0 34 6 0 4 0 0 2 2 0 0 0 0 48 23:00 0 9 10 000000000 1011:15 0 34 6 0 1 0 0 1 0 0 0 0 0 42 23:15 0 9 10 000000000 10 11:30 0 29 4 0 3 1 0 1 1 0 0 0 0 39 23:30 0 2 10 000000000 311:45 0 29 7 0 3 0 0 0 0 0 0 0 0 39 23:45 0 11 1 0 1 0 0 0 0 0 0 0 0 13 TOTAL 9 996 175 13 89 8 0 4 50 0 0 1 0 1,345 TOTAL 9 1,746 289 11 111 15 2 10 28 0100 2,222 AM PEAK HOUR 7:15 AM PM PEAK HOUR 2:45 PMAM PEAK VOLUME 294 PM PEAK VOLUME 308 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 18 2,742 464 24 200 23 2 14 78 0110 3,567 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.5% 76.9% 13.0% 0.7% 5.6% 0.6% 0.1% 0.4% 2.2% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single Trailer CLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers CLASS 7 4 or More Axles, Single Unit
Growth 1.5% 2023 2019
312
24-HOUR ROADWAY SEGMENT COUNTS (WITH FHWA CLASSIFICATION) PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Tuesday, August 27, 2019

7.d
Packet Pg. 1676
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge CLASS 1 CLASS 2 CLASS 3 CLASS 4 CLASS 5 CLASS 6 CLASS 7 CLASS 8 CLASS 9 CLASS 10 CLASS 11 CLASS 12 CLASS 13 1 1.5 2 2.5 1.5 1.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5
DATE: LOCATION# Grand TerraceJOB #: SC2328 CLASS Barton between Grand Terrace and South Leg of Terrac

AM EASTBOUND PM EASTBOUND
TIME 1 2 3 4 5 6 7 8 910 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 910 11 12 13 TOTAL 0:00 0800200000000 9 12:00 2 80 6 3 0 0 0 0 0 0 0 0 0 90 0:15 1620030030000 15 12:15 0 45 26 0500050000 81
0:30 0200000000000 2 12:30 1 4780220330000 64
0:45 0320000000000 5 12:45 0 60 6 0 9 0 0 3 3 0 0 0 0 80 1:00 0500200000000 6 13:00 0 47 16 0620030000 73
1:15 0600000000000 6 13:15 0 6983680050000 98
1:30 014 0 0 0 0 0 0100000 24 13:30 066 125520030000 92 1:45 0020000000000 2 13:45 0 68 205300000000 96
2:00 0200000050000 7 14:00 084 100320080000 1062:15 0200000030000 4 14:15 2 81 18 3 6 0 0 0 13 0 0 0 0 1222:30 0600000000000 6 14:30 2 105 18 0 8 2 3 0 0 0 0 0 3 1392:45 0000000030000 3 14:45 1 89 32 3 9 0 0 0 3 0 0 0 0 1363:00 0203000050000 9 15:00 2 81 10 3 5 0 0 0 3 0 5 0 0 1083:15 0300000030000 6 15:15 074 200630000000 103 3:30 0800000050000 13 15:30 1 80 225300000000 111
3:45 0820000000000 10 15:45 196 14 3220000000 117
4:00 0 12 6 0 0 0 0 0 3 0 0 0 0 21 16:00 0 111 18 3 5 2 0 0 3 0 0 0 0 1404:15 014 40000030000 20 16:15 0 80 12 0 3 0 0 0 0 0 0 0 0 95 4:30 0220000000000 4 16:30 0 89 180600030000 115
4:45 1900220000000 13 16:45 0 111 14 0200030030 132
5:00 0940000030000 16 17:00 1 114 183200000000 1375:15 0920200330000 18 17:15 196 220500000000 1245:30 0820200330000 16 17:30 1 105 20 0 2 0 0 0 0 0 0 0 0 1285:45 0 20 0 0 0 0 0 0 5 0 0 0 0 25 17:45 0 101 10 0 3 0 0 0 0 0 0 0 0 1146:00 0 20 20 0 3 0 0 0 3 0 0 0 0 45 18:00 084 100300050000 1026:15 0 35 8 0 5 0 0 0 0 0 0 0 0 47 18:15 0 69 14 0200300000 87 6:30 136 60203050000 52 18:30 0 83 16 0220000000 102
6:45 1 65 2 3 3 2 0 0 3 0 0 0 0 77 18:45 1 68 4 3 0 0 0 0 0 0 0 0 0 75 7:00 0 83 810300350003 114 19:00 056 120300000000 71
7:15 0 98 183800000000 126 19:15 0 68 6 0 2 0 0 0 3 0 0 0 0 78 7:30 0 89 123500000000 108 19:30 0 51 6 0 0 0 0 0 0 0 0 0 0 577:45 196 18 10500050000 135 19:45 0 51 120200000000 65 8:00 0 89 120220350000 111 20:00 166 100220000000 80
8:15 0 77 123200030000 95 20:15 0 3200200050000 38
8:30 0 30 100600000000 46 20:30 0 42 4 0 0 0 0 3 0 0 0 0 0 49 8:45 1 8740500000000 97 20:45 0 3240000080000 43
9:00 1 5960250050000 77 21:00 026 40000000000 30
9:15 074 60800330000 92 21:15 0 35 2 0 0 0 0 0 0 0 0 0 0 37 9:30 0 53 14 0620000000 74 21:30 0 35 4 0 0 0 0 0 5 0 0 0 0 44 9:45 0 47 18 3 9 2 0 0 3 0 0 0 0 80 21:45 024 20020000000 28 10:00 044 16 0300000000 63 22:00 0 15 0 0 0 0 0 0 0 0 0 0 0 15 10:15 036 120000083000 58 22:15 0 1820000030000 23
10:30 0 4140500000000 49 22:30 0 1820000050000 25
10:45 154 12 0 5 3 0 0150000 90 22:45 014 00000300000 16 11:00 156 200500050000 86 23:00 0840000000000 12
11:15 1 47 123320050000 72 23:15 0 1100000000000 11
11:30 044 120530080000 71 23:30 0 1520000000000 17
11:45 0 63 14 5320030000 89 23:45 014 00200030000 18
TOTAL 10 1,566 304 43 104 24 3 13 1333003 2,203 TOTAL 17 2,903 498 38 117 26 3 13 880533 3,710 AM PEAK HOUR 7:00 AM PM PEAK HOUR 4:45 PMAM PEAK VOLUME 481 PM PEAK VOLUME 520 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 27 4,469 802 80 221 50 5 25 220 3535 5,913CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.5% 75.6% 13.6% 1.4% 3.7% 0.8% 0.1% 0.4% 3.7% 0.0% 0.1% 0.0% 0.1% 100.0%CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers TOTAL: ALL 45 8,582 1,730 140 521 84 10 60 415 3 10 5 10 11,614 CLASS 7 4 or More Axles, Single Unit % OF TOTAL 0.8% 145.1% 29.3% 2.4% 8.8% 1.4% 0.2% 1.0% 7.0% 0.0% 0.2% 0.1% 0.2% 100.0% 7 or More
Axles, MultiTrailers
Tuesday, August 27, 2019

PASSENGER

VEHICLES
2-AXLE
TRUCKS
3-AXLE
TRUCKS
4 OR MORE
AXLE
TRUCKS
RV Buses
4 or More
Axles, Single
Unit
3 to 4 Axles,
Single Trailer
5 Axles,
Single Trailer
6 or More
Axles, Single
Trailer
5 or Less
Axles, MultiTrailers 6 Axles, Multi- Trailers

7.d
Packet Pg. 1677
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge CLASS 1 CLASS 2 CLASS 3 CLASS 4 CLASS 5 CLASS 6 CLASS 7 CLASS 8 CLASS 9 CLASS 10 CLASS 11 CLASS 12 CLASS 13 1 1.5 2 2.5 1.5 1.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5
DATE: LOCATION# Grand TerraceJOB #: SC2328 CLASS Barton between Grand Terrace and South Leg of Terrac

AM EASTBOUND PM EASTBOUND
TIME 1 2 3 4 5 6 7 8 910 11 12 13 TOTAL Time 1 2 3 4 5 6 7 8 910 11 12 13 TOTAL 0:00 0340200030000 11 12:00 1 57 12 0 0 2 0 0 3 0 0 0 0 740:15 0800000030000 10 12:15 056 100533030000 78 0:30 0640200000000 12 12:30 0 50 16 0 1100030000 79
0:45 0303000000000 6 12:45 036 123500030000 58
1:00 0600000000000 6 13:00 1 45 100320080000 681:15 0500000000000 5 13:15 054 120520050000 771:30 0200200030000 6 13:30 0 50 22 31100000000 851:45 0820000030000 12 13:45 0 47 14 0500030000 68 2:00 0 3 0 0 0 0 0 0100000 13 14:00 0 114 26 8 1500580000 175 2:15 0200000030000 4 14:15 066 200920300000 99
2:30 0500200030000 9 14:30 0 6880600030003 87
2:45 0300000000000 3 14:45 1 71 320800000000 111
3:00 0300000030000 6 15:00 1 99 26 5820530500 153
3:15 0820000000000 10 15:15 1 98 208820300000 138
3:30 0340000000000 7 15:30 0 72 18 0 5 0 3 0 0 0 0 0 0 97 3:45 0640300050000 18 15:45 0 72 26 3520000000 107
4:00 0820000030000 12 16:00 0 89 16 0800030000 115
4:15 0800000030000 10 16:15 0 93 16 0800030000 119
4:30 0380000000000 11 16:30 0 81 22 0 6 3 0 5 0 0 0 0 0 1174:45 0 15 4 0 0 0 0 0 0 0 0 0 0 19 16:45 1 72 24 0520000030 1065:00 1 18 4 3 2 3 0 0 0 0 0 0 0 30 17:00 0 81 14 0200000000 97 5:15 0 1860200050000 31 17:15 0 98 180530030000 126
5:30 1 27 10 0 3 0 0 0 3 0 0 0 0 44 17:30 0 89 18 0 2 0 0 0 0 0 0 0 0 1085:45 1 47 12 0 5 0 0 0 3 0 0 0 0 67 17:45 0 92 18 0 3 0 0 0 0 0 0 0 0 1136:00 0 3060600000000 42 18:00 0 6960300000000 786:15 0 3580300000000 46 18:15 0 78 12 0 2 0 0 0 3 0 0 0 0 946:30 144 120500030000 64 18:30 0 62 6 0 0 0 0 0 0 0 0 0 0 68 6:45 0 7780220050000 93 18:45 0 53 120000000000 65
7:00 074 12 01100000003 99 19:00 0 5380000050000 66
7:15 1 80 20 5 6 0 0 0 3 0 0 0 0 114 19:15 054 40020350000 67 7:30 0 92 14 3800030000 118 19:30 2 51 12 0 6 0 0 0 3 0 0 0 0 74 7:45 0 90 16 5900050000 125 19:45 1 42 12 0 0 0 0 3 0 0 0 0 0 58 8:00 084 14 5500050000 113 20:00 0 51 8 0 2 0 0 0 0 0 0 0 0 618:15 066 103300080000 89 20:15 0 63 120200000000 77 8:30 054 60500050000 70 20:30 036 20300030000 44
8:45 1 35 18 0 5 2 0 0 5 0 0 0 0 65 20:45 0 32 8 0 3 0 0 0 3 0 0 0 0 45 9:00 154 40620050000 72 21:00 0 29 10 0 0 0 0 0 0 0 0 0 0 39 9:15 144 103620030000 67 21:15 0 3900300000000 42
9:30 1 32 103200050000 52 21:30 0 2760000030000 36
9:45 0 41 8 0 3 0 0 0 0 0 0 0 0 52 21:45 0 20 8 0 2 0 0 0 0 0 0 0 0 29 10:00 0 38 223300030000 68 22:00 0 2740000000000 3110:15 0 38 120820030000 61 22:15 0 1520000000000 1710:30 0 48 120500030000 67 22:30 0 1720000030000 2110:45 0 42 16 0 2 0 0 0100000 70 22:45 014 60200000000 21 11:00 0 51 120600550000 79 23:00 014 20000000000 16
11:15 0 51 12 0 2 0 0 3 0 0 0 0 0 67 23:15 014 20000000000 1611:30 044 80520330000 63 23:30 0320000000000 5 11:45 044 14 0500000000 62 23:45 0 17 2 0 2 0 0 0 0 0 0 0 0 20 TOTAL 9 1,494 350 33 134 12 010 1250003 2,169 TOTAL 9 2,619 578 28 167 23 525 700533 3,533 AM PEAK HOUR 7:15 AM PM PEAK HOUR 2:45 PMAM PEAK VOLUME 470 PM PEAK VOLUME 498 CLASS 1 Class 1 — Motorcycles CLASS 8 3 to 4 Axles, Single Trailer TOTAL: AM+PM 18 4,113 928 60 300 35535 1950 5 3 5 5,701 CLASS 2 Passenger Cars CLASS 9 5 Axles, Single Trailer % OF TOTAL 0.3% 72.1% 16.3% 1.1% 5.3% 0.6% 0.1% 0.6% 3.4% 0.0% 0.1% 0.0% 0.1% 100.0% CLASS 3 2 Axles, 4-Tire Single Units CLASS 10 6 or More Axles, Single TrailerCLASS 4 Buses CLASS 11 5 or Less Axles, Multi-Trailers Class 1 2 3 4 5 6 7 8 9 10 11 12 13 CLASS 5 2 Axles, 6-Tire Single Units CLASS 12 6 Axles, Multi-Trailers CLASS 6 3 Axles, Single Unit CLASS 13 7 or More Axles, Multi-Trailers CLASS 7 4 or More Axles, Single Unit
7 or More
Axles, MultiTrailers
Tuesday, August 27, 2019
4 or More
Axles, Single
Unit
3 to 4 Axles,
Single Trailer
5 Axles,
Single Trailer
6 or More
Axles, Single
Trailer
5 or Less
Axles, MultiTrailers 6 Axles, Multi- Trailers PASSENGER VEHICLES 2-AXLE TRUCKS 3-AXLE TRUCKS 4 OR MORE AXLE TRUCKS RV Buses

7.d
Packet Pg. 1678
Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge

CITY OF COLTON
APPENDIX C – REPORT SHEETS

7.d
Packet Pg. 1679 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
3: La Cadena Dr 02/13/2020
Barton Road Existing 09/12/2019 No Build Synchro 10 Report

Page 1 ends

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 174 141 470 132 218 1403
Future Volume (vph) 174 141 470 132 218 1403
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 12 16 12 12 12 12
Storage Length (ft) 0 50 0 255
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1626 1664 3282 1404 1641 3343
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1626 1664 3282 1404 1641 3343
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 120 147
Link Speed (mph) 30 45 45
Link Distance (ft) 358 762 1134
Travel Time (s) 8.1 11.5 17.2
Peak Hour Factor 0.95 0.95 0.90 0.90 0.82 0.82
Heavy Vehicles (%) 11% 10% 10% 15% 10% 8%
Adj. Flow (vph) 183 148 522 147 266 1711
Shared Lane Traffic (%)
Lane Group Flow (vph) 183 148 522 147 266 1711
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft)000
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 0.85 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot Perm NA Perm Prot NA
Protected Phases82 1 6
Permitted Phases82
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s) 30.0 30.0 40.0 40.0 25.0 65.0
Total Split (%) 31.6% 31.6% 42.1% 42.1% 26.3% 68.4%
Maximum Green (s) 25.5 25.5 35.5 35.5 20.5 60.5
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 3.0 3.0 3.0 3.0 3.0 3.0
Total Lost Time (s) 7.5 7.5 7.5 7.5 7.5 7.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0000 0
Act Effct Green (s) 22.5 22.5 32.5 32.5 17.5 57.5

7.d
Packet Pg. 1680 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
3: La Cadena Dr 02/13/2020
Barton Road Existing 09/12/2019 No Build Synchro 10 Report

Page 2 ends

Lane Group WBL WBR NBT NBR SBL SBT
Actuated g/C Ratio 0.24 0.24 0.34 0.34 0.18 0.61
v/c Ratio 0.48 0.31 0.47 0.25 0.88 0.85
Control Delay 36.0 10.3 26.1 5.1 68.1 20.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 36.0 10.3 26.1 5.1 68.1 20.3

LOS DBCAEC
Approach Delay 24.5 21.5 26.8
Approach LOSCCC
Queue Length 50th (ft) 95 13 128 0 157 404
Queue Length 95th (ft) 162 62 176 40 #255 421
Internal Link Dist (ft) 278 682 1054
Turn Bay Length (ft) 50 255
Base Capacity (vph) 385 485 1122 577 302 2023
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.48 0.31 0.47 0.25 0.88 0.85
Intersection Summary
Area Type: Other
Cycle Length: 95
Actuated Cycle Length: 95
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 70
Control Type: Pretimed
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 25.3 Intersection LOS: C
Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 3: La Cadena Dr

7.d
Packet Pg. 1681 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
6: Barton Rd & Terrance Ave 02/13/2020
Barton Road Existing 09/12/2019 No Build Synchro 10 Report

Page 3 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 6 346 310 3 5 29
Future Volume (vph) 6 346 310 3 5 29
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850 0.886
Flt Protected 0.999 0.992
Satd. Flow (prot) 0 1723 1727 1615 954 0
Flt Permitted 0.999 0.992
Satd. Flow (perm) 0 1723 1727 1615 954 0
Link Speed (mph) 35 35 30
Link Distance (ft) 358 193 706
Travel Time (s) 7.0 3.8 16.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.75 0.75
Heavy Vehicles (%) 20% 10% 10% 0% 25% 84%
Adj. Flow (vph) 7 384 344 3 7 39
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 391 344 3 46 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 00
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 33.0% ICU Level of Service A Analysis Period (min) 15

7.d
Packet Pg. 1682 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
7: Terrance Ave & Barton Rd 02/13/2020
Barton Road Existing 09/12/2019 No Build Synchro 10 Report

Page 4 ends

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 319 38 21 291 20 15
Future Volume (vph) 319 38 21 291 20 15
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 16 12 12 12 16 16
Grade (%) 0% 2% 0%
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.986 0.942
Flt Protected 0.997 0.972
Satd. Flow (prot) 1885 0 0 1639 1267 0
Flt Permitted 0.997 0.972
Satd. Flow (perm) 1885 0 0 1639 1267 0
Link Speed (mph) 35 35 30
Link Distance (ft) 193 1279 557
Travel Time (s) 3.8 24.9 12.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63
Heavy Vehicles (%) 8% 52% 89% 9% 50% 63%
Adj. Flow (vph) 347 41 23 316 32 24
Shared Lane Traffic (%)
Lane Group Flow (vph) 388 0 0 339 56 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)0 0 16
Link Offset(ft)0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 0.85 1.00 1.01 1.01 0.85 0.85
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 42.6% ICU Level of Service A Analysis Period (min) 15

7.d
Packet Pg. 1683 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
10: Barton Rd & Grand Terrance Road 02/13/2020
Barton Road Existing 09/12/2019 No Build Synchro 10 Report

Page 5 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 36 301 0 0 279 30 0 0 0 66 0 48
Future Volume (vph) 36 301 0 0 279 30 0 0 0 66 0 48
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 16 12 12 12 12 16 12 16
Grade (%) 2% 0% 0% 0%
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.865
Flt Protected 0.995 0.950
Satd. Flow (prot) 0 1707 0 0 1864 0000 1894 0 0
Flt Permitted 0.995 0.950
Satd. Flow (perm) 0 1707 0 0 1864 0000 1894 0 0
Link Speed (mph) 35 35 30 30
Link Distance (ft) 1279 238 67 665
Travel Time (s) 24.9 4.6 1.5 15.1
Peak Hour Factor 0.88 0.88 0.92 0.92 0.93 0.93 0.92 0.92 0.92 0.75 0.92 0.75 Heavy Vehicles (%) 15% 9% 2% 2% 14% 14% 2% 2% 2% 8% 2% 7% Adj. Flow (vph) 41 342 0 0 300 32 0 0 0 88 0 64
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 383 0 0 332 0 0 0 0 88 64 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 16 16
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.01 1.01 1.01 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.85 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15

7.d
Packet Pg. 1684 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
3: La Cadena Dr 02/13/2020
Barton Road Existing 09/12/2019 No Build PM Synchro 10 Report

Page 1 ends

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 154 186 818 170 186 975
Future Volume (vph) 154 186 818 170 186 975
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 12 16 12 12 12 12
Storage Length (ft) 0 50 0 255
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1656 1578 3223 1223 1612 3252
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1656 1578 3223 1223 1612 3252
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 198 185
Link Speed (mph) 30 45 45
Link Distance (ft) 358 688 1197
Travel Time (s) 8.1 10.4 18.1
Peak Hour Factor 0.94 0.94 0.92 0.92 0.96 0.96
Heavy Vehicles (%) 9% 16% 12% 32% 12% 11%
Adj. Flow (vph) 164 198 889 185 194 1016
Shared Lane Traffic (%)
Lane Group Flow (vph) 164 198 889 185 194 1016
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft)000
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 0.85 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot Perm NA Perm Prot NA
Protected Phases82 1 6
Permitted Phases82
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s) 25.0 25.0 30.0 30.0 20.0 50.0
Total Split (%) 33.3% 33.3% 40.0% 40.0% 26.7% 66.7%
Maximum Green (s) 20.5 20.5 25.5 25.5 15.5 45.5
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 3.0 3.0 3.0 3.0 3.0 3.0
Total Lost Time (s) 7.5 7.5 7.5 7.5 7.5 7.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0000 0
Act Effct Green (s) 17.5 17.5 22.5 22.5 12.5 42.5

7.d
Packet Pg. 1685 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
3: La Cadena Dr 02/13/2020
Barton Road Existing 09/12/2019 No Build PM Synchro 10 Report

Page 2 ends

Lane Group WBL WBR NBT NBR SBL SBT
Actuated g/C Ratio 0.23 0.23 0.30 0.30 0.17 0.57
v/c Ratio 0.42 0.38 0.92 0.37 0.72 0.55
Control Delay 28.5 6.3 42.0 5.9 47.2 11.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.5 6.3 42.0 5.9 47.2 11.7

LOS CADADB
Approach Delay 16.4 35.8 17.4
Approach LOSBDB
Queue Length 50th (ft) 65 0 208 0 87 143
Queue Length 95th (ft) 120 48 #323 43 #181 194
Internal Link Dist (ft) 278 608 1117
Turn Bay Length (ft) 50 255
Base Capacity (vph) 386 520 966 496 268 1842
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.42 0.38 0.92 0.37 0.72 0.55
Intersection Summary
Area Type: Other
Cycle Length: 75
Actuated Cycle Length: 75
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 70
Control Type: Pretimed
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 24.7 Intersection LOS: C
Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 3: La Cadena Dr

7.d
Packet Pg. 1686 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
6: Barton Rd & Terrance Ave 02/13/2020
Barton Road Existing 09/12/2019 No Build PM Synchro 10 Report

Page 3 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 28 426 333 13 2 6
Future Volume (vph) 28 426 333 13 2 6
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850 0.899
Flt Protected 0.997 0.988
Satd. Flow (prot) 0 1587 1696 991 1436 0
Flt Permitted 0.997 0.988
Satd. Flow (perm) 0 1587 1696 991 1436 0
Link Speed (mph) 35 35 30
Link Distance (ft) 358 193 706
Travel Time (s) 7.0 3.8 16.0
Peak Hour Factor 0.94 0.94 0.92 0.92 0.50 0.50
Heavy Vehicles (%) 55% 17% 12% 63% 10% 20%
Adj. Flow (vph) 30 453 362 14 4 12
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 483 362 14 16 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 00
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 54.8% ICU Level of Service A Analysis Period (min) 15

7.d
Packet Pg. 1687 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
7: Terrance Ave & Barton Rd 02/13/2020
Barton Road Existing 09/12/2019 No Build PM Synchro 10 Report

Page 4 ends

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 280 92 23 314 81 60
Future Volume (vph) 280 92 23 314 81 60
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 16 12 12 12 16 16
Grade (%) 0% 2% 0%
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.967 0.943
Flt Protected 0.997 0.972
Satd. Flow (prot) 1691 0 0 1676 1611 0
Flt Permitted 0.997 0.972
Satd. Flow (perm) 1691 0 0 1676 1611 0
Link Speed (mph) 35 35 30
Link Distance (ft) 193 1279 557
Travel Time (s) 3.8 24.9 12.7
Peak Hour Factor 0.95 0.95 0.87 0.87 0.62 0.62
Heavy Vehicles (%) 11% 60% 38% 10% 17% 30%
Adj. Flow (vph) 295 97 26 361 131 97
Shared Lane Traffic (%)
Lane Group Flow (vph) 392 0 0 387 228 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)0 0 16
Link Offset(ft)0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 0.85 1.00 1.01 1.01 0.85 0.85
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 50.3% ICU Level of Service A Analysis Period (min) 15

7.d
Packet Pg. 1688 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
10: Barton Rd & Grand Terrance Road 02/13/2020
Barton Road Existing 09/12/2019 No Build PM Synchro 10 Report

Page 5 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 52 330 335 57 44 23
Future Volume (vph) 52 330 335 57 44 23
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 12 12 16 12 16 16
Grade (%) 2% 0% 0%
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.980 0.953
Flt Protected 0.993 0.968
Satd. Flow (prot) 0 1689 1851 0 1508 0
Flt Permitted 0.993 0.968
Satd. Flow (perm) 0 1689 1851 0 1508 0
Link Speed (mph) 35 35 30
Link Distance (ft) 1279 238 665
Travel Time (s) 24.9 4.6 15.1
Peak Hour Factor 0.90 0.90 0.92 0.92 0.86 0.86
Heavy Vehicles (%) 8% 11% 13% 20% 29% 37%
Adj. Flow (vph) 58 367 364 62 51 27
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 425 426 0 78 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 0 0 16
Link Offset(ft) 0 00
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.01 1.01 0.85 1.00 0.85 0.85
Turning Speed (mph) 15 9 15 9
Sign Control Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 55.2% ICU Level of Service B Analysis Period (min) 15

7.d
Packet Pg. 1689 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
3: La Cadena Dr 02/13/2020
Construction AM Synchro 10 Report

Page 1 ends

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 40 32 842 13 23 1641
Future Volume (vph) 40 32 842 13 23 1641
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 12 16 12 12 12 12
Storage Length (ft) 0 50 0 255
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1626 1664 3282 1404 1641 3343
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1626 1664 3282 1404 1641 3343
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 34 14
Link Speed (mph) 30 45 45
Link Distance (ft) 358 762 1379
Travel Time (s) 8.1 11.5 20.9
Peak Hour Factor 0.95 0.95 0.90 0.90 0.82 0.82
Heavy Vehicles (%) 11% 10% 10% 15% 10% 8%
Adj. Flow (vph) 42 34 936 14 28 2001
Shared Lane Traffic (%)
Lane Group Flow (vph) 42 34 936 14 28 2001
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft)000
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 0.85 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot Perm NA Perm Prot NA
Protected Phases82 1 6
Permitted Phases82
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5
Total Split (s) 25.0 25.0 50.0 50.0 15.0 65.0
Total Split (%) 27.8% 27.8% 55.6% 55.6% 16.7% 72.2%
Maximum Green (s) 20.5 20.5 45.5 45.5 10.5 60.5
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 3.0 3.0 3.0 3.0 3.0 3.0
Total Lost Time (s) 7.5 7.5 7.5 7.5 7.5 7.5
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Walk Time (s) 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 0000 0
Act Effct Green (s) 17.5 17.5 42.5 42.5 7.5 57.5

7.d
Packet Pg. 1690 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
3: La Cadena Dr 02/13/2020
Construction AM Synchro 10 Report

Page 2 ends

Lane Group WBL WBR NBT NBR SBL SBT
Actuated g/C Ratio 0.19 0.19 0.47 0.47 0.08 0.64
v/c Ratio 0.13 0.10 0.60 0.02 0.21 0.94
Control Delay 31.4 11.3 19.6 6.3 42.4 25.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.4 11.3 19.6 6.3 42.4 25.1

LOS C B B A D C
Approach Delay 22.4 19.4 25.3
Approach LOSCBC
Queue Length 50th (ft) 20 0 198 0 15 483
Queue Length 95th (ft) 48 25 261 10 38 495
Internal Link Dist (ft) 278 682 1299
Turn Bay Length (ft) 50 255
Base Capacity (vph) 316 350 1549 670 136 2135
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.13 0.10 0.60 0.02 0.21 0.94
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80
Control Type: Pretimed
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 23.4 Intersection LOS: C
Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: La Cadena Dr

7.d
Packet Pg. 1691 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
6: Barton Rd & Terrance Ave 02/13/2020
Construction AM Synchro 10 Report

Page 3 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 8 28 46 8 22 29
Future Volume (vph) 8 28 46 8 22 29
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850 0.923
Flt Protected 0.989 0.979
Satd. Flow (prot) 0 1674 1727 1615 1081 0
Flt Permitted 0.989 0.979
Satd. Flow (perm) 0 1674 1727 1615 1081 0
Link Speed (mph) 35 35 30
Link Distance (ft) 358 193 706
Travel Time (s) 7.0 3.8 16.0
Peak Hour Factor 0.90 0.90 0.90 0.90 0.75 0.75
Heavy Vehicles (%) 20% 10% 10% 0% 25% 84%
Adj. Flow (vph) 9 31 51 9 29 39
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 40 51 9 68 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 0 0 12
Link Offset(ft) 0 00
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 18.4% ICU Level of Service A Analysis Period (min) 15

7.d
Packet Pg. 1692 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
7: Terrance Ave & Barton Rd 02/13/2020
Construction AM Synchro 10 Report

Page 4 ends

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 15 32 24 15 35 7
Future Volume (vph) 15 32 24 15 35 7
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Width (ft) 16 12 12 12 16 16
Grade (%) 0% 2% 0%
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.907 0.978
Flt Protected 0.970 0.960
Satd. Flow (prot) 1413 0 0 1151 1329 0
Flt Permitted 0.970 0.960
Satd. Flow (perm) 1413 0 0 1151 1329 0
Link Speed (mph) 35 35 30
Link Distance (ft) 193 1279 807
Travel Time (s) 3.8 24.9 18.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.63 0.63
Heavy Vehicles (%) 8% 52% 89% 9% 50% 63%
Adj. Flow (vph) 16 35 26 16 56 11
Shared Lane Traffic (%)
Lane Group Flow (vph) 51 0 0 42 67 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft)0 0 16
Link Offset(ft)0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 0.85 1.00 1.01 1.01 0.85 0.85
Turning Speed (mph) 9 15 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 18.8% ICU Level of Service A Analysis Period (min) 15

7.d
Packet Pg. 1693 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
10: Barton Rd & Grand Terrance Road 02/13/2020
Construction AM Synchro 10 Report

Page 5 ends

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 11 15 0 0 37 35 0 0 0 39 0 4
Future Volume (vph) 11 15 0 0 37 35 0 0 0 39 0 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 16 12 12 12 12 16 12 16
Grade (%) 2% 0% 0% 0%
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.934 0.988
Flt Protected 0.979 0.956
Satd. Flow (prot) 0 1650 0 0 1764 0 0 1863 0 0 1663 0
Flt Permitted 0.956
Satd. Flow (perm) 0 1685 0 0 1764 0 0 1863 0 0 1663 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 38 73
Link Speed (mph) 35 35 30 30
Link Distance (ft) 1279 363 228 665
Travel Time (s) 24.9 7.1 5.2 15.1
Peak Hour Factor 0.88 0.88 0.92 0.92 0.93 0.93 0.92 0.92 0.92 0.75 0.92 0.75 Heavy Vehicles (%) 15% 9% 2% 2% 14% 14% 2% 2% 2% 8% 2% 7% Adj. Flow (vph) 13 17 0 0 40 38 0 0 0 52 0 5
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 30 0 0 78 0 0 0 0 0 57 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.01 1.01 1.01 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 0.85 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 1 1 1 1 1 1 1
Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0
Detector 1 Position(ft) 0 0 0 0 0 0 0 0
Detector 1 Size(ft) 20 100 20 100 20 100 20 100
Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel
Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Turn Type Perm NA NA Split NA
Protected Phases 4 8 2 6 6
Permitted Phases 4 8 2
Detector Phase 4 4 8 8 2 2 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 40.0 40.0 40.0 40.0 25.0 25.0 25.0 25.0

7.d
Packet Pg. 1694 Attachment: Exhibit C_Part2 - Barton Road Bridge Removal ISMND (3479 : CEQA - Barton Road Bridge Removal and Road Construction Lanes, Volumes, Timings
10: Barton Rd & Grand Terrance Road 02/13/2020
Construction AM Synchro 10 Report

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Colton City CouncilFebruary 1, 2022

Colton City Council
February 1, 2022