Alameda City Council
March 7, 2023

Kittelson & Associates, Inc.

Technical Memorandum

INTRODUCTION
Kittelson & Associates Inc. (Kittelson) is supporting the City of Alameda with the Clement Avenue Extension and Tilden Way project (project). This memorandum (memo) provides an existing conditions summary, including a traffic operations analysis. This memo describes bicycle, transit, and truck routes; and provides existing vehicular operations and a crash summary. Additionally, this memo identifies a project description and defines project intended outcomes. The project outcomes describe the priorities for concept development and selection of a preferred alternative. The memo is organized as follows:

Introduction .................................................................................................................................................................. 1

Project Background ..................................................................................................................................................... 2 Land Use Context and Development .................................................................................................................... 2 Plans and Policies ..................................................................................................................................................... 2 Project Intended Outcomes ....................................................................................................................................... 3 Study Area Community Concerns ............................................................................................................................. 4 Prior Comments ........................................................................................................................................................ 4 Input Collected During Project Development ...................................................................................................... 4 Existing Conditions ....................................................................................................................................................... 5 Pedestrian Facilities .................................................................................................................................................. 6 Bicycle Facilities ........................................................................................................................................................ 9 Transit Services .......................................................................................................................................................... 9 Miller-Sweeney Bridge Operations ....................................................................................................................... 11 Safety ....................................................................................................................................................................... 12 Speed ...................................................................................................................................................................... 15 Existing Traffic Operations Analysis ....................................................................................................................... 16 Traffic and Multimodal Volumes ....................................................................................................................... 16 Motor Vehicle Analysis ....................................................................................................................................... 20 Bicycle and Pedestrian Qualitative Analysis .................................................................................................... 25

155 Grand Avenue, Suite 505
Oakland, CA 94612
P 510.839.1742

January 12, 2023 Project# 24846.01
T
o: Gail Payne,
Senior Transportation Coordinator
City of Alameda, CA
From: Kittelson & Associates, Inc.

RE: Clement/Tilden Way Extension Existing Conditions Memo January 12, 2023 Page 2
Clement/Tilden Way Extension Existing Conditions Memo Project Background Kittelson & Associates, Inc.

PROJECT BACKGROUND
Land Use Context and Development
The Clement Avenue/Tilden Way extension project is located in the northeast part of the main island, between Broadway and the Miller-Sweeney Bridge that connects the City of Alameda and City of Oakland across the estuary. The majority of the study area is zoned Low-Density & Medium-Density Residential, with some portions zoned as Neighborhood & Community Mixed-Use.

This project is located within the Northern Waterfront Priority Development Area (PDA) and within the Metropolitan Transportation Commission's Transit Priority Area in Alameda. It provides a crucial regional connection since it is at a primary gateway with Oakland, I-880 and Fruitvale BART just beyond the project boundary linking one of the lowest income areas of the east bay with the City of Alameda, which allows for improved access to services and jobs. The Northern Waterfront PDA has a future place type designation of “Transit Neighborhood” with 291 net acres. The City of Alameda envisions this area being redeveloped as a series of mixed use, waterfront and transit-oriented neighborhoods that will provide a mix of jobs and transit-oriented housing types.

The roadways within the study area have the following functional classification as defined in the City’s 2022 Mobility Element:
 Tilden Way, Miller-Sweeney Bridge to Broadway: Gateway Street  Clement Avenue: Neighborhood Connector Street
 Broadway, Fernside Boulevard, Clement Avenue, and Tilden Way south of Broadway: Neighborhood Connector Street
 Blanding Avenue: Business Commercial Street
 Fernside Boulevard: Major Collector
 Pearl Street, Eagle Avenue & Versailles Avenue: Local Roadway

Tilden Way serves as an important connection for the City of Alameda, as it provides multimodal access to the City of Oakland and the rest of the Bay Area. The City of Alameda recently purchased the vacant parcel northwest of Tilden Way from Union Pacific so as to extend Clement Avenue and the Cross Alameda Trail to the Miller-Sweeney Bridge. Alameda County has agreed to restripe the Miller-Sweeney Bridge to narrow the four motor vehicle travel lanes to reduce speeding and to provide bike lanes. The City of Oakland is constructing an improved Fruitvale Avenue between the Miller-Sweeney Bridge and East 12 th
Street, which will widen sidewalks, provide sidewalk-level protected bike lanes, connect to the SF Bay Trail and install landscaping and lighting. In 2020, the US Army Corps of Engineers submitted a funding request for a feasibility study to properly dispose of the bridge since this bridge is a safety hazard and is likely to collapse from a seismic event.

Plans and Policies
The City of Alameda adopted General Plan 2040 in November of 2021. As a part of the Mobility Element of this plan, the city lists a number of policies that are implemented for improving roadway safety within the city. These policies include:
 Vision Zero (ME-5): Strategy to eliminate all traffic fatalities and severe injuries, while increasing safe, healthy, equitable mobility for all
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 Vulnerable Users (ME-6): Policy that aims to provide safe and convenient access for vulnerable users (including children, seniors, people with disabilities, and people walking and bicycling) designing, redesigning or resurfacing streets.
 Safe Streets (ME-7): Policy to reduce collisions between road users resulting in severe injuries and fatalities on Alameda streets by reducing automobile speeds. The city uses the following actions to increase street safety:
 Roundabouts. Increase the use of roundabouts at intersections to improve the safety and lower maintenance costs compared to traffic signals.
 Intersection Safety. To improve safety at a stop controlled or signalized intersections, consider a roundabout design or eliminating right turns on red and adding pedestrian scrambles to existing signals.
 Roundabouts and Traffic Circles. When considering modification to an intersection, prioritize roundabouts and traffic circles for consideration recognizing that land acquisition needs, operational considerations, or other engineering factors or constraints may result in other intersection solutions on a case-by-case basis.

PROJECT INTENDED OUTCOMES
The Clement Avenue Extension/Tilden Way project uses the abandoned railroad right-of-way along the eastern terminus of Clement Avenue and Tilden Way to extend the Cross Alameda Trail between Broadway and the Miller-Sweeney Bridge. The project also prioritizes improving the truck and bus routes in this area. The project connects directly to the City's Clement Avenue Complete Street project, and to the City of Oakland's planned and funded Fruitvale Avenue improvements. In 2017, the Alameda County Transportation Commission awarded a grant to the City of Alameda for $8.4 million to implement this project. This project is funded by Measure BB, Alameda County's transportation sales tax.

Intended project outcomes have been developed based on review of the City’s Mobility Element, existing conditions, and input received.

Project intended outcomes have been identified as follows:
 Improve and prioritize safety for all road users. Promote safety by prioritizing the City’s Vision Zero goals, reducing the fatal and serious injury crashes to zero within the study area  Provide mobility for all modes (including AC Transit buses and trucks to fill gap in truck network).  Improve bicycle and pedestrian access to/from the Cross Alameda Trail and the Miller-Sweeney Bridge.
 Reduce the speeds and change the posted speed limit from the current 35 miles per hour to 25 mph through roadway design changes.
 Comply with City plans & policies including the Mobility Element, Vision Zero Plan, and Active Transportation Plan.
 Provide flood reduction and landscaping opportunities after environmental clean-up of soil.  Reduce greenhouse gas emissions.

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STUDY AREA COMMUNITY CONCERNS
Prior Comments
The Cit analyzed comments received from community members prior to the project initiation in 2022, which are primarily from SeeClickFix and the Active Transportation Plan outreach effort.

The City started collecting web-based feedback in 2021 using SeeClickFix software.

All of the eight received comments were with regard to pedestrian and bicycle safety. Two bicycling safety and pedestrian safety comments reported near-misses. Two comments reported unsafe crossings across Broadway at Tilden Way and three reported unsafe crossings across Tilden Way.

The City’s Active Transportation Plan, approved in 2022, included community engagement via an online interactive map that allowed respondents to select a location and leave a comment. The connection to the Miller-Sweeney Bridge along Tilden Way, and the Tilden Way / Blanding Avenue / Fernside Street intersection received comments including the following:
 Some commenters shared stories of near-misses with drivers while biking or walking (selecting “I was nearly hit by a vehicle here” as a multiple choice response) and noted the gap in bike lanes in the project area between Fruitvale Avenue in Oakland and Broadway in Alameda.  Some commenters selected an “I don’t like to walk here” multiple choice response and noted high speeds, lack of foliage, conflicts with drivers connecting to and from Pearl Street and Fernside Boulevard.
 Commenters noted that the area provides a key connection to and from Fruitvale BART and the Nob Hill Shopping Center and that they would like to walk or bike through the area if they felt safer doing so.
 Many comments noted that drivers frequently speed.

Input Collected During Project Development
The project team has collected input from community members throughout the project development process, including the following venues:
 Community survey
 Public (online) workshops on May 18, 2022, and October 11, 2022  Open house at the library on May 19, 2022, and October 12, 2022  Three project stakeholder team meetings and correspondence with Alameda County, the Bay Trail, BCDC, Bike Walk Alameda, the BART Bicycle Advisory Task Force, City of Oakland, the Commission on Persons with Disabilities, Unity Council in Oakland, and adjacent commercial property owners and managers.

Comments received included the following themes:

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Concerns
 Traffic safety: The overwhelming majority of community members expressed concerns regarding existing traffic safety on or around Tilden Way, Broadway, Fernside Boulevard, and along Blanding Avenue. Comments received emphasize that walking along these roads is an unpleasant experience, citing the circuitous walking paths and a feeling of collision risk.  Bicyclist comfort: Comments indicate that people recognize the importance of the area as a biking connection but do not feel safe riding in the area. In the draft ATP comments, a number of respondents reported near misses.
 Driver behavior: A number of comments expressed concern regarding unsafe driver behavior as well as drivers speeding and running red lights or stop signs. There were several comments supporting education related to roundabouts or increased traffic enforcement.  Miller-Sweeney Bridge: Community members and stakeholders have expressed concern over vehicle queueing and the Tilden / Blanding / Fernside intersection being blocked when the bridge goes up.  Evacuation needs: Community members and stakeholders have emphasized the need to evacuate Alameda in the event of an emergency. Tilden Way provides access to one of five ways to exit Alameda (along with the Posey Tube, Park Street Bridge, High Street Bridge, and the Bay Farm Island Bridge).
 Clement Avenue project impacts: Community members in the area have expressed concern about the potential for increased through traffic and speeding on Clement Avenue as well as increased truck traffic if Clement Avenue were to be extended to Tilden Way.

Desires
 Reduced speeds: One of the highest priority desires is for traffic calming to reduce speeding and to lower the speed limit on Tilden Way to 25 miles per hour.  Increased connectivity: ATP commenters, workshop participants, and open house attendees expressed a desire for improved quality connections outside of a car, especially to/from BART in Oakland.
 Lighting and community space: Survey respondents identified a desire for more nighttime lighting.

Survey respondents and workshop participants expressed that the area would benefit from more opportunities for community art and greenspace.
 Clement extension: A number of open house participants expressed a desire to use a potential Clement Avenue extension to support uses other than a vehicle and truck route extension—including a park or community space, or exclusively a biking and walking extension.  Separation between people walking and biking: Community members emphasized the benefit of separating walking and biking paths where possible (preferring separated bike lanes and sidewalks over a shared-use path option).
 Bus stop improvements: Workshop participants and community members have shared a desire to improve the quality of the bus stops and waiting areas in the project area.

EXISTING CONDITIONS
This section summarizes existing conditions of the project site vicinity. Figure 1 summarizes the existing configuration of the study intersections, as well as bicycle and pedestrian facilities, transit, and truck routes.

Figure 8 and Figure 9 in a later section present existing multi-modal traffic volumes.

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Pedestrian Facilities
The project study area includes sidewalks on most roadway segments, though not continuously.  Tilden Way: Includes curb-tight sidewalks (six to eight feet wide) on both sides, which narrows on the north side approaching the Miller-Sweeney Bridge. Approaching the bridge on the south side, a fence separates the sidewalk from the roadway. Sidewalks end approximately 200 feet west of Broadway.  Blanding Avenue: Between Broadway and Tilden Way, Blanding Avenue includes a six- to eight-foot- wide curb-tight sidewalk on the north side of the road. On the south side, a similar-width sidewalk ends as the roadway approaches Tilden Way.
 Fernside Boulevard: Includes six-foot-wide sidewalk on both sides.  Clement Avenue: Includes six-foot-wide sidewalk on both sides.  Broadway: Includes four- to six-foot-wide sidewalk on both sides.  Pearl Street: Includes six-foot-wide sidewalk on both sides.  Eagle Avenue: Includes four- to six-foot-wide sidewalk on both sides.  Miller-Sweeney Bridge: Includes six-foot-wide sidewalk on both sides.

The Tilden / Blanding / Fernside intersection includes marked crosswalks across the north, east, and south legs of the intersection but no crossing of the west leg of the intersection. The marked crossings include channelized right-turn lanes and accompanying islands for every right turn. Figure 2 presents a map of existing facilities and routes by mode.

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Figure 1: Existing Conditions Aerial

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Figure 2: Modal Priorities

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Bicycle Facilities
The study area includes some existing bike lanes with more roadway segments planned to include bike lanes:
 Tilden Way: None
 Blanding Avenue: A five-foot-wide unprotected bike lane exists west of Broadway.  Fernside Boulevard: Westbound includes a five-foot-wide unprotected bike lane. Eastbound includes a five-foot-wide unprotected bike lane, which begins east of Versailles Avenue.  Clement Avenue: No existing facilities. Proposed Cross Alameda Trail, which is expected to start construction in early 2023 and will extend the two-way separated bikeway on the north side of the street from Willow Street to Broadway.
 Broadway: Westbound and eastbound include a five-foot-wide unprotected bike within the study area.
 Pearl Street: None
 Eagle Avenue: None
 Miller-Sweeney Bridge: Includes six-foot-wide sidewalk on both sides Transit Services
AC transit serves the study area with seven routes: lines 19, 51A, 78, 663, 851, W, and O. Figure 3 provides a map of routes serving the study and corresponding transit stops. Within the study area, the following bus stops are present:
 Blanding Avenue & Broadway: Lines 19, 78, 851, 51A & W, northbound and southbound  Broadway & Tilden Way: Lines 19, 78, 851 & 51A, southbound  Broadway & Eagle Avenue: Lines 78, 851 & 51A, northbound  Fernside Blvd & Versailles Avenue: Lines 663, O & W, westbound and eastbound

Table 1 presents the frequencies for these transit lines.

Table 1: Transit Frequency Summary
Route Weekday Weekend
Line 19 1 hour 1 hour
Line 51A 10-20 minutes 15-20 minutes
Line 78 30 minutes (service provided during AM and PM
peak periods) No service
Line 851
1 hour
(service provided only 12AM – 5AM)
1 hour
(service provided only 12AM – 5AM)
Line O 30 minutes 30 minutes
Line W
20-50 minutes
(service provided during AM and PM peak
periods)
No service
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Figure 3: Transit

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Miller-Sweeney Bridge Operations
The Miller-Sweeney Bridge is located to the north of the project site and connects the City of Alameda and the City of Oakland as a drawbridge. Its proximity to the study intersections impacts the traffic operations of the study area. A traffic signal for the bridge to stop traffic for bridge operations is approximately 750 feet north of the Tilden / Blanding / Fernside intersection.

Based on correspondence with and data provided by the County of Alameda, the bridge was opened an average of 36 times per month in 2021 and 32 times per month through August in 2022. The peak month in 2021 and 2022 was June 2021, with 66 bridge openings.

When the bridge is opened, a typical opening takes between 5 to 10 minutes, which may vary based on the speed, type, and number of vessels being served. According to the Alameda’s County Public Works Agency
1, the bridge is not opened during the AM and PM Peak hours 8AM-9AM – 4:30PM-6:30PM.

Therefore, bridge operations are not expected to affect the study area traffic operations during the AM and PM peak hours.

The existing traffic signal at Tilden / Blanding / Fernside is not coordinated with the bridge operations. It cycles as usual when the bridge is up. When the bridge is raised, vehicle traffic headed into Oakland queues along Tilden Way, sometimes extending back to the Tilden / Blanding / Fernside intersection (see Figure 4). Similarly, drivers seeking to turn onto Tilden Way may block drivers trying to continue through along Blanding / Fernside.

Figure 4: Vehicle Traffic at Tilden / Blanding / Fer
nside

1 https://pwainsp.acgov.org/pwa/about/maintenance/bridges/bridge_millersweeney.htm

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Safety
Per the Alameda Vision Zero Action Plan (2021), multiple segments within the study area are on the Alameda’s High Injury Network (HIN) with Tier 1 having the greatest frequency and severity of crashes:
 Blanding Avenue (Tier 3)
 Fernside Boulevard, east of Moreland Drive (Tier 3)
 Clement Avenue (Tier 3)
 Park Street, which is adjacent to and impacted by the study area (Tier 1)  Tilden / Blanding / Fernside intersection (High Crash Intersection)

Ten years of crash history (representing calendar years 2011 – 2020) at the study intersections by severity are presented in Figure 5. There were thirteen reported injury crashes at the Tilden / Blanding / Fernside intersection and eight at the Broadway / Tilden intersection. Crash types by severity within the study area are presented in Figure 6: broadside crashes are the most frequently occurring crash types.

Modal distribution is presented in Table 2. The full list of injury crashes is attached as Appendix A.

Figure 5: Reported Injury Crashes by Intersection by
Severity, 2011-2020 2

2 Source: Transportation Injury Mapping System, https://tims.berkeley.edu/help/SWITRS.php 0 2
4 6
8 10
12 14
Blanding & Tilden Broadway & Tilden
Crash Frequency
Injury (Complaint of Pain) Injury (Other Visible) Injury (Severe) January 12, 2023 Page 13
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Figure 6: Reported Injury Crashes by Collision Type by Severity, 2011-2020 2

Table 2:Reported Injury Crashes at Blanding/Broadway & Blanding/Tilden/Fernside Intersections, 2011-20202 Mode Complain of Pain Other Visible Severe
Total
Count Share of Total
Motor Vehicles 11 2 0 13 62%
Bicyclists 1 3 1 5 24%
Pedestrians 3 0 0 3 14%
Total 15 5 1 21 100%
As shown above, out of the total of 21 injury crashes, five and three were pedestrian and bicycle crashes, respectively, which represents a total of 38%.

Figure 7 below presents a map of injury crashes, which occurred within the study area in 2011-2020. It shows that the majority (18) of the injury crashes occurred in the daylight. Two of the three crashes that occurred in the dark were fixed-object crashes. The one severe crash that occurred within the study intersections, occurred 590 feet to the north of the Blanding/Tilden/Fernside intersection, when a bicyclist was heading in the southbound direction. It did not involve a vehicle. Two more bicycle crashes involved a vehicle taking a left turn. One pedestrian crash also involved a left turning motorist. 0 1
2 3
4 5
6 7
Injury (Complaint of Pain) Injury (Other Visible) Injury (Severe) January 12, 2023 Page 14
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Figure 7: Study Area Crashes

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Speed
Current speed limits within the study area roadways are as follows:
 Tilden Way: 35 mph
 Clement Avenue/ Fernside Boulevard, Blanding Avenue, Eagle Avenue, Pearl Street, Versailles Avenue: 25mph
The City of Alameda provided Kittelson with speed study completed along Fernside Boulevard, between High Street and Tilden Way for one week in February of 2018. The following were the findings of this study:
 Eastbound direction: 50th & 85th percentile speeds are 28 mph  Westbound direction: 50th percentile speed is 28mph, 85th percentile speed is 32mph Additionally, Kittelson collected portable automatic traffic (ATR) counts along with speed data, on Tilden Way just south of Miller-Sweeney Bridge, in March of 2022. The following were the findings of this data collection:
 Eastbound direction: 50th percentile speed is 27mph, 85th percentile speed is 33mph  Westbound direction: 50th percentile speed is 28mph, 85th percentile speed is 32mph

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Existing Traffic Operations Analysis

TRAFFIC AND MULTIMODAL VOLUMES
Vehicular, bicycle, and pedestrian AM Peak and PM Peak turning movement counts were collected on March 24, 2022, at the following intersections:
 Broadway/Blanding Avenue
 Broadway/Tilden Way
 Broadway/Eagle Avenue
 Fernside Boulevard/Blanding Avenue/Tilden Way
 Fernside Boulevard/Pearl Street
 Broadway/Clement Avenue

Portable Automatic Traffic Recorder (ATR) 24-hour counts were collected on March 24, 2022, and again in December 2022 on Tilden Way, south of the Miller-Sweeney Bridge. Kittelson obtained historic counts from 2012, 2015, and 2017 at multiple locations within the study area. The historic counts showed that the volumes within the study area had decreased along with the onset of the COVID-19 pandemic. Therefore, Kittelson made the following adjustments to the obtained 2022 counts:
 AM Peak Hour: Increased traffic volumes exiting Alameda via Tilden Way by approximately 25%  PM Peak Hour: Increased traffic volumes exiting and entering Alameda via Tilden Way by approximately 25%
The additional trips were distributed throughout the network based on the exiting turning movement count distribution. Pedestrian and bicycle volumes were not adjusted. The existing conditions volumes used in this existing conditions analysis therefore represent an adjusted return to pre-pandemic levels. However, a comparison over time of the 24-hour counts taken along Tilden Way (Table 3) indicates that, nearly three years after the initial onset of the COVID-19 pandemic, traffic levels, daily traffic volumes continue to be lower than observed 2017 count levels. Therefore, the adjusted existing conditions represent a conservative representation of existing traffic volumes.

Table 3: Fruitvale Avenue Traffic Volumes over Time
Collection Date
All-Day
Bidirectional
Vehicle Volumes
Percent Change,
Compared to
2017
3/2017 23,825 -
3/2022 16,846 -29%
12/2022 15,350 -36%

Figure 8 presents existing bicycle and pedestrian volumes—the bicyclist volumes are shown by approach and movement while the pedestrian volumes are shown by intersection leg crossing. Figure 9 in the section below presents existing vehicular volumes used for analysis. During the AM and PM peak hours, the number January 12, 2023 Page 17
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of observed bicyclists and pedestrians in the area was very similar, ranging between 128 and 139 total pedestrians and bicyclists observed. During the AM Peak period, pedestrians and bicyclists represent about 5% of the vehicular traffic, and during the PM Peak period they represent about 4%. Appendix B presents traffic counts sheets.

Cardinal directions for the study intersections were assumed as follows:
 Broadway: north/south
 Blanding Avenue at intersection with Broadway: east/west  Cement Avenue: east/west
 Tilden Way at intersection with Blanding Avenue: east/west  Eagle Avenue: east/west
 Blanding Avenue/ Fernside Boulevard at intersection with Tilden Way: north/south  Tilden Way: east/west
 Pearl Street: east/west

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Figure 8A: Bicycle and Pedestrian Weekday AM Peak Hour Volumes

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Figure 8B: Bicycle and Pedestrian Weekday PM Peak Hour Volumes

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MOTOR VEHICLE ANALYSIS
The existing conditions analysis identifies current operational characteristics of the study intersections. All operations analyses described in this report were performed in accordance with the procedures stated in the 6
th Edition Highway Capacity Manual (HCM 6th Edition) using Synchro 11 software. Detailed analysis output worksheets are in Appendix D.

Peak 15-minute flow rates were used in the evaluation of all intersection levels of service to provide analyses based on a reasonable worst-case scenario. For this reason, the analyses reflect conditions that are only likely to occur for 15 minutes out of each average peak hour. Additionally, individual peaks of each intersection were used for the analysis instead of a system peak to reflect the worst case scenarios.

Signal timings for the study area signalized intersections were provided by the City of Alameda. Signal timing sheets are included in Appendix C. The Broadway/Tilden Way intersection operates with a 130 second cycle length, permitted northbound and southbound left turns on Broadway, and split phasing on the Tilden Way approaches. The Fernside Boulevard/Blanding Avenue/Tilden Way intersection operates with a 130 second cycle length, split phasing on the Fernside Boulevard and Blanding Avenue approaches and protected left turns on the Tilden Way approaches.

Motor vehicle operations analysis is presented for the weekday PM peak period since it was identified as the critical (i.e., higher-volume) time period for the study area.

Table 4 provides a summary of weekday PM peak hour traffic operations of the study intersections. Figure 9A presents existing vehicular AM peak hour traffic volumes, and figure 9B presents existing vehicular AM peak hour traffic volumes and operations. Overall, the project study intersections show an excess of capacity even with the conservatively adjusted traffic volumes analyzed.

Table 4: Existing Traffic Conditions (with Adjusted
Traffic Volumes)
Study Intersection Traffic Control
Weekday PM Peak
Hour
Delay (s)
1 Broadway/Blanding Avenue AWSC 20.6
2 Broadway/Clement Avenue TWSC 16.4
3 Broadway/Tilden Way Signalized 34.6
4 Broadway/Eagle Avenue TWSC 11.7
5 Fernside Boulevard/Blanding
Avenue/Tilden Way Signalized 38.9
6 Fernside Boulevard/Pearl
Street TWSC 16.4
AWSC = All-Way-Stop-Control
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As shown in Table 4, all study intersections operate with 40 seconds of average delay or less under existing conditions during the weekday PM peak hour. For the two-way stop controlled intersections, the reported delay is for the “worst” approach, so the average travel delay incurred (accounting for major street movements which have no control delay) would be much lower than reported.

Additionally, 95th percentile queues at study intersections were assessed during the weekday PM peak hour under the same existing conditions with volume adjustments. Findings of key study intersection movements are summarized in Table 5.

Vehicle queues are contained within the available storage for all movements during the weekday peak hours with the exception of the following locations:
 Broadway/Tilden Way intersection:
 Southbound left turn (on Broadway) during the PM Peak hour  Westbound left turn (on Tilden Way) during the AM and PM Peak hours  Fernside Boulevard/Blanding Avenue/Tilden Way intersection:
 Northbound left turn (on Fernside Boulevard) during the AM Peak hour  Westbound left turn (on Tilden Way) during the AM and PM Peak hours

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Table 5: Summary of Existing Traffic Conditions (with Adjusted Traffic Volumes) 95th Percentile Queues Intersection Movement
Available
Queue Storage
(feet)
Existing 95th
Percentile
Queue (feet) Queue Storage
Adequate for 95th
percentile queue? Weekday PM
Peak Hour
1 Broadway/Blanding
Avenue
NB 300 95 Yes
SB 200 40 Yes
EB 500 30 Yes
WB 350 125 Yes
2 Broadway/Clement
Avenue
NBL 190 <25 Yes
EBL/R 550 60 Yes
3 Broadway/Tilden Way
NBL 400 235 Yes
NBR 175 170 Yes
SBL 200 290 No
EBL 550 170 Yes
EBR 550 150 Yes
WBL 150 300 No
WBT 475 195 Yes
WBR 475 205 Yes
4 Broadway/Eagle Avenue WBR 420 <25 Yes
5 Fernside
Boulevard/Blanding
Avenue/Tilden Way
NBL 300 270 No
SBL 440 430 Yes
SBR 110 <25 Yes
EBL 100 35 Yes
EBR 360 115 Yes
WBL 100 225 No
WBT 700 240 Yes
6 Fernside Boulevard/Peal
Street
NBL 45 <25 Yes
EBR 65 <25 Yes

EB = eastbound, WB = westbound, NB = northbound, SB = southbound, L = left-turn, R = right-turn Queues rounded up to the nearest vehicle length, assumed to be 25 feet January 12, 2023 Page 23
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Figure 9A: Existing Traffic Volumes and Operations

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Figure 9B: Existing Traffic Volumes and Operations

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BICYCLE AND PEDESTRIAN QUALITATIVE ANALYSIS
The walking and biking facilities and environment and community feedback about conditions have already been described. This section includes a summary of qualitative walking and biking conditions that the project will address, in line with the City’s Mobility Plan goals and actions.  Reduce vehicle speeds. Tilden Way is one of the only streets in the City with 35 mph posted speeds.

Higher vehicle speeds increase roadway risk for all road users and increase the severity of crashes, especially for people walking or biking. Reduced speeds on Tilden Way, at conflict points, and throughout the study area would improve safety for all roadway users.  Incomplete walking or biking connections. Sidewalk gaps, channelized turn lanes with refuge islands, and incomplete bicycle facilities are obstacles to walking and biking to and through the project area. o Fill sidewalk gap along Blanding between Broadway and Tilden Way. o Close channelized right-turn lanes at Tilden Way / Blanding Avenue / Fernside Street and at Broadway / Tilden that require simultaneous driver decisions (yielding to pedestrians and judging gaps in oncoming traffic)
o Provide safe crossings with appropriate sight distance and with low vehicle speeds, traffic control, and/or vertical deflection to promote driver yielding compliance.  Bicyclist-vehicle conflicts and facility gaps. People biking in the study area are made to share the lane with vehicle traffic (when bike lanes end) or are presented with vehicle conflicts. As a result, biking connections in the study area are not comfortable. Field visits have confirmed that sidewalk riding is common.
o Provide separated biking connection to/from the Miller-Sweeney Bridge and the Cross Alameda Trail on Clement Avenue.
o Within the study area, provide bike lanes or paths as designated in the ATP:
 Both directions on Blanding Avenue between Tilden Way and Broadway  Along Tilden Way from Miller-Sweeney Bridge to the project area extents (past Broadway)
 Westbound on Fernside Boulevard between Tilden Way and Versailles Avenue o Manage turning movements at intersections, either controlling speeds or restricting redundant movements to reduce conflict potential.

Intersection alternatives and concept designs were weighted against these qualitative conditions and corresponding intended project outcomes as part of the alternatives development process.

January 12, 2023 Page 26
Clement/Tilden Way Extension Existing Conditions Memo Existing Conditions Kittelson & Associates, Inc.

Appendix A: List of Injury Collisions
CASE_ID Intersection Category Bike or Ped Crash Party 1 Party 1 Mov Party 1 Dir Party 2 Party 2 Mov Party 2 Dir Direction Distance Collision Severity Light ACCIDENT_YEARCOLLISION_DATE COLLISION_TIME DAY_OF_WEEKPRIMARY_RD SECONDARY_RD DISTANCE DIRECTION INTERSECTIONWEATHER_1 Weather_decodeNUMBER_KILLEDNUMBER_INJUREDPARTY_COUNTViolation HIT_AND_RUNCollison Type 5416638 Blanding & Tilden Veh Driver Proceeding Straight South Driver Proceeding Straight West 0 0 Broadside Injury (Complaint of Pain) Daylight 2011 11/24/2011 1155 4 BLANDING AV TILDEN WY 0 0 Y B Cloudy 0 1 2 Traffic Signals and Signs N Broadside 5484163 Blanding & Tilden Bike Bicyclist Proceeding Straight South #N/A #N/A #N/A N 590 Other Injury (Severe) Daylight 2012 1/1/2012 1558 7 TILDEN WY N FERNSIDE BL 590 N N A Clear 0 1 1 Other Than Driver (or Pedestrian) N Other 5458596 Broadway & Tilden Veh Driver Proceeding Straight North #N/A #N/A #N/A S 48 Hit Object Injury (Complaint of Pain) Dark - Street Light 2012 2/7/2012 410 2 BROADWAY TILDEN WY 48 S N C Raining 0 1 1 Improper Turning N Hit Object 5908256 Broadway & Tilden Ped Driver Making Left Turn East Pedestrian Not Stated North E 11 Vehicle/PedestrianInjury (Complaint of Pain) Daylight 2012 11/21/2012 1213 3 TILDEN WY BROADWAY 11 E N A Clear 0 1 2 Pedestrian Right of Way N Vehicle/Pedestrian 8466883 Blanding & Tilden Veh Driver Making Left Turn North Driver Proceeding Straight West 0 0 Head-On Injury (Complaint of Pain) Daylight 2017 9/21/2017 831 4 FERNSIDE BL PEARL ST 0 0 Y A Clear 0 1 2 Automobile Right of Way N Head-On 6219289 Blanding & Tilden Bike Bicyclist Proceeding Straight West Driver Proceeding Straight South 0 0 Broadside Injury (Other Visible) Daylight 2013 9/25/2013 1736 3 TILDEN WY BLANDING AV 0 0 Y A Clear 0 1 2 Traffic Signals and Signs N Broadside 6377799 Blanding & Tilden Veh Driver Proceeding Straight West Driver Stopped West N 42 Rear End Injury (Complaint of Pain) Daylight 2014 1/21/2014 1210 2 TILDEN WY BLANDING AV 42 N N A Clear 0 1 2 Unsafe Speed N Rear End 6515990 Blanding & Tilden Bike Driver Proceeding Straight North Bicyclist Proceeding Straight West 0 0 Other Injury (Other Visible) Daylight 2014 5/16/2014 1451 5 TILDEN WY BLANDING AV 0 0 Y A Clear 0 1 2 Traffic Signals and Signs M Other 6538330 Broadway & Tilden Bike Driver Making Left Turn South Bicyclist Making Left Turn South 0 0 Sideswipe Injury (Complaint of Pain) Daylight 2014 6/4/2014 2029 3 BROADWAY TILDEN WY 0 0 Y A Clear 0 1 2 Improper Passing N Sideswipe 6958996 Blanding & Tilden Veh Driver Proceeding Straight West Driver Stopped East 0 0 Broadside Injury (Complaint of Pain) Daylight 2015 6/12/2015 1234 5 TILDEN WY BLANDING AV 0 0 Y A Clear 0 1 2 Traffic Signals and Signs N Broadside 8050395 Broadway & Tilden Veh Driver Making Left Turn West Driver Proceeding Straight East 0 0 Head-On Injury (Complaint of Pain) Daylight 2016 5/26/2016 1644 4 TILDEN WY BROADWAY 0 0 Y A Clear 0 1 2 Traffic Signals and Signs N Head-On 8066805 Blanding & Tilden Veh Driver Proceeding Straight South Driver Stopped South N 33 Rear End Injury (Complaint of Pain) Daylight 2016 6/5/2016 1456 7 TILDEN WY BLANDING AV 33 N N A Clear 0 1 2 Unsafe Speed M Rear End 8077082 Blanding & Tilden Veh Driver Proceeding Straight South #N/A #N/A #N/A N 280 Hit Object Injury (Other Visible) Dark - Street Light 2016 7/3/2016 2115 7 TILDEN WY BLANDING AV 280 N N A Clear 0 1 1 Improper Turning N Hit Object 8142277 Blanding & Tilden Ped Driver Making Left Turn South Pedestrian Not Stated North 0 0 Vehicle/PedestrianInjury (Complaint of Pain) Daylight 2016 10/6/2016 1159 4 TILDEN WY BROADWAY 0 0 Y A Clear 0 1 2 Pedestrian Right of Way N Vehicle/Pedestrian 7002072 Blanding & Tilden Veh Driver Proceeding Straight North Driver Proceeding Straight East 0 0 Broadside Injury (Complaint of Pain) Daylight 2015 7/13/2015 754 1 FERNSIDE BL PEARL ST 0 0 Y B Cloudy 0 1 2 Automobile Right of Way N Broadside 8381724 Broadway & Tilden Veh Driver Proceeding Straight West Driver Proceeding Straight South 0 0 Broadside Injury (Complaint of Pain) Daylight 2017 5/24/2017 831 3 TILDEN WY BROADWAY 0 0 Y A Clear 0 1 2 Traffic Signals and Signs N Broadside 8591087 Blanding & Tilden Veh Driver Proceeding Straight West #N/A #N/A #N/A S 143 Other Injury (Other Visible) Daylight 2018 3/13/2018 1803 2 TILDEN WY BLANDING AV 143 S N C Raining 0 1 1 Unsafe Speed N Other 8720810 Broadway & Tilden Veh Driver Entering Traffic East Driver Proceeding Straight North 0 0 Sideswipe Injury (Complaint of Pain) Dusk 2018 10/3/2018 1930 3 BROADWAY TILDEN WY 0 0 Y A Clear 0 1 2 Driving or Bicycling Under the Influence of Alcohol or Drug N Sideswipe 8759708 Blanding & Tilden Ped Driver Proceeding Straight North Pedestrian Proceeding Straight Not Stated 0 0 Vehicle/PedestrianInjury (Complaint of Pain) Daylight 2018 10/23/2018 907 2 FRUITVALE AV PEARL ST 0 0 Y A Clear 0 1 2 Pedestrian Right of Way N Vehicle/Pedestrian 9112629 Broadway & Tilden Bike Driver Making Left Turn South Bicyclist Proceeding Straight North 0 0 Broadside Injury (Other Visible) Daylight 2020 6/13/2020 1526 6 TILDEN WY BROADWAY 0 0 Y A Clear 0 1 2 Automobile Right of Way N Broadside 8784233 Broadway & Tilden Veh Driver Proceeding Straight North Driver Stopped North S 108 Rear End Injury (Complaint of Pain) Daylight 2019 1/29/2019 1817 2 BROADWAY EAGLE AV 108 S N A Clear 0 1 2 Unsafe Speed N Rear End January 12, 2023 Page 27
Clement/Tilden Way Extension Existing Conditions Memo Existing Conditions Kittelson & Associates, Inc.

Appendix B: Multimodal Traffic Counts
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Blanding Ave QC JOB #: QC JOB #: 15746101 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 79 98
37 17 25
313
14 16
289
30 0.940.94
208
54 10
65 122
68 68 67
92 203
Peak-Hour: 7:55 AM -- 8:55 AMPeak-Hour: 7:55 AM -- 8:55 AM Peak 15-Min: 8:40 AM -- 8:55 AMPeak 15-Min: 8:40 AM -- 8:55 AM

1.3 1

2.7 0 0

4.2 0

6.3 7.3

3.3 4.3

1.9 0

16.9 9.8

4.4 0 16.4
12 6.9
10 12 4
1 0 1 1
0 0
3 9
0 0
4 0 1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Broadway Broadway
(Northbound)(Northbound)
Broadway Broadway
(Southbound)(Southbound)
Blanding AveBlanding Ave
(Eastbound)(Eastbound)
Blanding AveBlanding Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 2 2 2 0 1 3 3 0 0 1 1 0 4 5 2 0 26
7:05 AM 2 0 3 0 1 0 2 0 2 0 0 0 1 6 1 0 18
7:10 AM 4 5 2 0 1 1 3 0 0 0 0 0 3 6 1 0 26
7:15 AM 4 3 3 0 0 1 0 0 1 0 0 0 2 11 0 0 25
7:20 AM 4 3 1 0 0 1 3 0 0 1 0 0 3 9 2 0 27
7:25 AM 0 2 1 0 0 1 1 0 0 2 2 0 3 6 2 0 20
7:30 AM 2 4 6 0 1 0 3 0 1 1 0 0 5 11 2 0 36
7:35 AM 8 2 5 0 0 2 1 0 0 1 0 0 4 12 1 0 36
7:40 AM 4 4 4 0 1 3 0 0 1 3 1 0 7 16 0 0 44
7:45 AM 6 6 8 0 0 2 1 0 2 2 0 0 3 13 2 0 45
7:50 AM 3 5 3 0 1 2 2 0 0 3 0 0 6 12 3 0 40
7:55 AM 4 9 4 0 2 0 1 0 2 2 0 0 7 23 3 0 57 400
8:00 AM 5 2 5 0 0 2 3 0 1 5 0 0 6 22 2 0 53 427
8:05 AM 2 4 8 0 2 3 2 0 1 2 0 0 7 16 0 0 47 456
8:10 AM 6 4 5 0 2 2 2 0 1 2 2 0 5 17 0 0 48 478
8:15 AM 5 2 3 0 3 2 6 0 4 4 3 0 8 17 1 0 58 511
8:20 AM 10 2 2 0 0 2 4 0 1 1 1 0 3 11 1 0 38 522
8:25 AM 8 15 4 0 3 0 1 0 0 0 0 0 5 19 3 0 58 560
8:30 AM 7 6 3 0 1 2 3 0 2 6 0 0 4 12 0 0 46 570
8:35 AM 4 6 12 0 3 0 2 0 1 1 0 0 3 19 2 0 53 587
8:40 AM 6 5 11 0 1 1 5 0 1 1 0 0 3 14 1 0 49 592
8:45 AM 5 5 3 0 5 0 3 0 0 3 2 0 7 15 0 0 48 595
8:50 AM 6 8 7 0 3 3 5 0 0 3 2 0 7 23 3 0 70 625
8:55 AM 8 5 3 0 3 3 4 0 1 0 2 0 7 14 2 0 52 620
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 68 72 84 0 36 16 52 0 4 28 16 0 68 208 16 0 668 Heavy Trucks 4 0 12 0 0 0 0 0 0 16 12 4 48
Buses
Pedestrians 0 4 0 4 8
Bicycles 4 0 4 0 0 0 0 0 0 0 0 0 8
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Blanding Ave QC JOB #: QC JOB #: 15746102 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 164 189
61 69 34
306
28 20
291
64 0.850.85
176
120
28 95
172
69 141 74
192 284
Peak-Hour: 4:00 PM -- 5:00 PMPeak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:20 PM -- 4:35 PMPeak 15-Min: 4:20 PM -- 4:35 PM

1.2 0.5

1.6 1.4 0

2.3 3.6
0 3.8

1.6 1.7

1.7 0

8.4 5.8

4.3 0 12.2

4.7 4.2
8 23 3
3 0 1 1
0 0
4 9
5 0
1 0 2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Broadway Broadway
(Northbound)(Northbound)
Broadway Broadway
(Southbound)(Southbound)
Blanding AveBlanding Ave
(Eastbound)(Eastbound)
Blanding AveBlanding Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 7 15 6 0 4 3 3 0 1 6 1 0 9 11 5 0 71
4:05 PM 7 9 6 0 0 2 4 0 4 2 2 0 11 16 1 0 64
4:10 PM 3 8 6 0 4 5 5 0 0 3 3 0 6 17 1 0 61
4:15 PM 5 17 5 0 5 4 3 0 5 7 1 0 6 11 0 0 69
4:20 PM 6 12 9 0 3 7 4 0 2 10 2 0 8 13 2 0 78
4:25 PM 11 13 4 0 3 7 7 0 7 8 6 0 7 12 4 0 89
4:30 PM 11 16 6 0 0 8 6 0 1 4 6 0 10 17 1 0 86
4:35 PM 4 9 7 0 3 7 7 0 1 5 0 0 9 19 0 0 71
4:40 PM 2 9 1 0 5 6 10 0 3 5 0 0 3 14 0 0 58
4:45 PM 4 11 7 0 3 5 3 0 2 3 1 0 5 16 5 0 65
4:50 PM 7 12 9 0 2 7 4 0 1 6 1 0 7 19 1 0 76
4:55 PM 2 10 8 0 2 8 5 0 1 5 5 0 14 11 0 0 71 859
5:00 PM 4 10 5 0 3 11 6 0 2 6 2 0 6 16 0 0 71 859
5:05 PM 10 5 5 0 3 3 3 0 3 11 1 0 5 14 1 0 64 859
5:10 PM 4 11 3 0 0 6 5 0 5 9 1 0 5 10 1 0 60 858
5:15 PM 5 6 3 0 7 5 3 0 1 6 0 0 8 14 0 0 58 847
5:20 PM 5 13 5 0 7 6 3 0 1 6 2 0 8 15 3 0 74 843
5:25 PM 6 8 4 0 3 6 5 0 2 6 4 0 4 13 0 0 61 815
5:30 PM 9 9 5 0 1 4 8 0 4 5 4 0 4 15 1 0 69 798
5:35 PM 2 7 8 0 1 4 6 0 3 3 1 0 2 16 3 0 56 783
5:40 PM 12 5 9 0 3 6 4 0 5 3 2 0 9 15 1 0 74 799
5:45 PM 3 13 5 0 3 6 2 0 0 5 2 0 10 16 2 0 67 801
5:50 PM 4 3 4 0 4 5 4 0 4 7 0 0 6 13 1 0 55 780
5:55 PM 6 5 1 0 4 2 4 0 3 1 2 0 7 11 0 0 46 755
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 112 164 76 0 24 88 68 0 40 88 56 0 100 168 28 0 1012 Heavy Trucks 4 0 12 0 0 0 4 0 0 0 4 0 24
Buses
Pedestrians 0 12 32 4 48
Bicycles 0 0 0 0 4 0 0 8 16 0 4 0 32
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Clement Ave QC JOB #: QC JOB #: 15746112 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 93 200
32 61 0
151
48 0
0 0

0.920.92
0 114
66 0
0 119 152 0
127 271
Peak-Hour: 8:00 AM -- 9:00 AMPeak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:20 AM -- 8:35 AMPeak 15-Min: 8:20 AM -- 8:35 AM

11.8 6.5

3.1 16.4 0

1.3 6.3
0 0
0 0

5.3 4.5
0 0

0.8 6.6 0

10.2 4.1
0 11 0
2 0 1 0
2 0
0 0
0 0
1 6 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At BroadwayBroadway
(Northbound)(Northbound)
BroadwayBroadway
(Southbound)(Southbound)
Clement AveClement Ave
(Eastbound)(Eastbound)
Clement AveClement Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 7 4 0 0 0 3 5 0 1 0 1 0 0 0 0 0 21
7:05 AM 4 3 0 1 0 0 1 0 4 0 0 0 0 0 0 0 13
7:10 AM 9 8 0 0 0 2 3 0 2 0 4 0 0 0 0 0 28
7:15 AM 7 9 0 0 0 2 1 0 0 0 3 0 0 0 0 0 22
7:20 AM 8 7 0 0 0 1 3 0 2 0 2 0 0 0 0 0 23
7:25 AM 11 2 0 0 0 4 2 0 1 0 2 0 0 0 0 0 22
7:30 AM 6 8 0 0 0 4 1 0 6 0 1 0 0 0 0 0 26
7:35 AM 10 10 0 0 0 4 2 0 3 0 1 0 0 0 0 0 30
7:40 AM 6 8 0 0 0 6 4 0 7 0 5 0 0 0 0 0 36
7:45 AM 9 15 0 0 0 3 2 0 4 0 5 0 0 0 0 0 38
7:50 AM 11 4 0 0 0 3 5 0 4 0 6 0 0 0 0 0 33
7:55 AM 6 15 0 0 0 4 3 0 3 0 2 0 0 0 0 0 33 325
8:00 AM 8 10 0 0 0 4 4 0 4 0 4 0 0 0 0 0 34 338
8:05 AM 11 8 0 0 0 6 4 0 6 0 4 0 0 0 0 0 39 364
8:10 AM 4 9 0 0 0 6 4 0 5 0 10 0 0 0 0 0 38 374
8:15 AM 8 11 0 0 0 9 2 0 0 0 3 0 0 0 0 0 33 385
8:20 AM 10 14 0 0 0 3 2 0 1 0 9 0 0 0 0 0 39 401
8:25 AM 16 16 0 0 0 2 3 0 8 0 1 0 0 0 0 0 46 425
8:30 AM 16 16 0 0 0 6 1 0 3 0 3 0 0 0 0 0 45 444
8:35 AM 8 15 0 0 0 2 1 0 7 0 3 0 0 0 0 0 36 450
8:40 AM 12 14 0 0 0 4 0 0 6 0 4 0 0 0 0 0 40 454
8:45 AM 11 11 0 0 0 4 4 0 3 0 6 0 0 0 0 0 39 455
8:50 AM 9 14 0 0 0 7 3 0 5 0 13 0 0 0 0 0 51 473
8:55 AM 6 14 0 0 0 8 4 0 0 0 6 0 0 0 0 0 38 478
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 168 184 0 0 0 44 24 0 48 0 52 0 0 0 0 0 520 Heavy Trucks 0 8 0 0 4 0 0 0 0 0 0 0 12
Buses
Pedestrians 4 0 16 0 20
Bicycles 4 12 0 0 4 0 4 0 0 0 0 0 24
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Clement Ave QC JOB #: QC JOB #: 15746113 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 198 265
40 158 0
121
77 0
0 0

0.910.91
0 223
146
0 0
81 188 0
304 269
Peak-Hour: 4:25 PM -- 5:25 PMPeak-Hour: 4:25 PM -- 5:25 PM Peak 15-Min: 4:25 PM -- 4:40 PMPeak 15-Min: 4:25 PM -- 4:40 PM

4.5 3.8

2.5 5.1 0

1.7 0
0 0
0 0

0.4 0.7
0 0

1.2 5.3 0
3 4.1
0 27 0
0 1 6 0
1 0
0 0
0 0
2 2 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At BroadwayBroadway
(Northbound)(Northbound)
BroadwayBroadway
(Southbound)(Southbound)
Clement AveClement Ave
(Eastbound)(Eastbound)
Clement AveClement Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 10 23 0 1 0 12 1 0 6 0 8 0 0 0 0 0 61
4:05 PM 6 16 0 0 0 11 5 0 7 0 11 0 0 0 0 0 56
4:10 PM 7 10 0 1 0 12 2 0 8 0 12 0 0 0 0 0 52
4:15 PM 4 18 0 0 0 9 3 0 6 0 8 0 0 0 0 0 48
4:20 PM 4 15 0 0 0 12 4 0 12 0 6 0 0 0 0 0 53
4:25 PM 10 27 0 0 0 15 3 0 5 0 9 0 0 0 0 0 69
4:30 PM 3 24 0 0 0 17 8 0 10 0 10 0 0 0 0 0 72
4:35 PM 4 9 0 0 0 14 1 0 7 0 13 0 0 0 0 0 48
4:40 PM 4 8 0 0 0 9 2 0 7 0 14 0 0 0 0 0 44
4:45 PM 5 15 0 0 0 10 2 0 7 0 13 0 0 0 0 0 52
4:50 PM 7 17 0 0 0 12 3 0 12 0 12 0 0 0 0 0 63
4:55 PM 9 19 0 0 0 19 6 0 4 0 10 0 0 0 0 0 67 685
5:00 PM 10 10 0 0 0 18 2 0 6 0 11 0 0 0 0 0 57 681
5:05 PM 5 12 0 0 0 9 3 0 7 0 16 0 0 0 0 0 52 677
5:10 PM 10 15 0 0 0 10 1 0 3 0 15 0 0 0 0 0 54 679
5:15 PM 9 14 0 0 0 11 5 0 4 0 10 0 0 0 0 0 53 684
5:20 PM 5 18 0 0 0 14 4 0 5 0 13 0 0 0 0 0 59 690
5:25 PM 3 19 0 0 0 12 1 0 4 0 12 0 0 0 0 0 51 672
5:30 PM 7 13 0 0 0 11 2 0 4 0 7 0 0 0 0 0 44 644
5:35 PM 8 15 0 0 0 7 0 0 7 0 6 0 0 0 0 0 43 639
5:40 PM 8 14 0 0 0 10 5 0 7 0 7 0 0 0 0 0 51 646
5:45 PM 7 10 0 1 0 15 5 0 10 0 9 0 0 0 0 0 57 651
5:50 PM 7 8 0 0 0 7 4 0 7 0 7 0 0 0 0 0 40 628
5:55 PM 15 13 0 0 0 9 3 0 1 0 13 0 0 0 0 0 54 615
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 68 240 0 0 0 184 48 0 88 0 128 0 0 0 0 0 756 Heavy Trucks 0 8 0 0 8 0 0 0 0 0 0 0 16
Buses
Pedestrians 0 0 32 0 32
Bicycles 4 4 0 0 16 0 0 0 0 0 0 0 24
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Tilden Way QC JOB #: QC JOB #: 15746103 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 121 271
18 96 7
366
30 4
500
202

0.910.91
345
236
4 151
366
3 237 157
251 397
Peak-Hour: 7:55 AM -- 8:55 AMPeak-Hour: 7:55 AM -- 8:55 AM Peak 15-Min: 8:20 AM -- 8:35 AMPeak 15-Min: 8:20 AM -- 8:35 AM

10.7 4.1

5.6 12.5 0
3 3.3
0 2.2

2.5 2.9

2.5 0

0.7 3
0 4.2 3.8

5.2 4
8 21 8
7 0 2 0
1 2
3 2
0 1
0 5 10
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Broadway Broadway
(Northbound)(Northbound)
Broadway Broadway
(Southbound)(Southbound)
Tilden WayTilden Way
(Eastbound)(Eastbound)
Tilden WayTilden Way
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 10 5 0 1 1 1 0 0 9 0 0 5 10 0 0 42
7:05 AM 1 8 9 0 1 1 0 0 1 6 0 0 3 11 0 0 41
7:10 AM 0 18 4 0 0 5 1 0 0 5 0 0 4 12 0 0 49
7:15 AM 0 13 5 0 1 4 0 0 1 9 0 0 8 7 2 0 50
7:20 AM 0 11 7 0 0 2 0 0 1 6 0 0 2 6 0 0 35
7:25 AM 0 12 5 0 0 5 1 0 1 8 0 0 4 8 0 0 44
7:30 AM 0 15 7 0 0 5 1 0 0 6 0 0 10 10 0 0 54
7:35 AM 0 18 16 0 0 2 2 0 1 12 0 0 10 21 0 0 82
7:40 AM 0 13 9 0 1 10 1 0 1 10 0 0 13 37 0 0 95
7:45 AM 0 19 13 0 1 6 1 0 5 16 0 0 10 15 0 0 86
7:50 AM 0 14 13 0 0 5 1 0 2 10 0 0 13 44 0 0 102
7:55 AM 1 19 10 0 0 8 0 0 2 16 0 0 7 38 0 0 101 781
8:00 AM 0 16 13 0 1 7 2 0 1 13 1 0 15 29 0 0 98 837
8:05 AM 0 16 12 0 0 10 1 0 3 14 0 0 11 37 0 0 104 900
8:10 AM 0 15 7 0 0 9 1 0 0 17 0 0 13 23 0 0 85 936
8:15 AM 0 16 16 0 0 13 5 0 1 22 0 0 14 19 0 0 106 992
8:20 AM 0 22 17 0 2 7 2 0 3 21 0 0 15 35 1 0 125 1082
8:25 AM 0 24 15 0 1 3 1 0 4 20 0 0 12 29 1 0 110 1148
8:30 AM 1 29 17 0 0 8 1 0 4 15 0 0 10 23 1 0 109 1203
8:35 AM 0 16 14 0 0 5 0 0 4 19 3 0 12 26 1 0 100 1221
8:40 AM 0 25 13 0 0 7 1 0 1 12 0 0 12 28 0 0 99 1225
8:45 AM 1 17 13 0 1 7 2 0 5 19 0 0 11 24 0 0 100 1239
8:50 AM 0 22 10 0 2 12 2 0 2 14 0 0 19 34 0 0 117 1254
8:55 AM 0 19 9 0 3 12 3 0 1 13 0 0 11 25 0 0 96 1249
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 4 300 196 0 12 72 16 0 44 224 0 0 148 348 12 0 1376 Heavy Trucks 0 8 0 0 4 0 0 8 0 0 12 0 32
Buses
Pedestrians 8 12 28 16 64
Bicycles 0 16 12 0 0 0 0 0 0 4 4 8 44
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Tilden Way QC JOB #: QC JOB #: 15746104 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 256 254
32 191 33
334
23 7
534
318

0.940.94
296
349
8 231
570
6 224 219
430 449
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM

3.1 3.9

3.1 3.7 0

1.2 4.3
0 0.4

1.3 0.7

1.4 0
0 1.1

16.7 4 0.9

1.6 2.7
2 9 0
5 0 5 0
0 1
1 2
0 4
0 2 2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Broadway Broadway
(Northbound)(Northbound)
Broadway Broadway
(Southbound)(Southbound)
Tilden WayTilden Way
(Eastbound)(Eastbound)
Tilden WayTilden Way
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 1 26 15 0 1 14 7 0 5 13 0 0 15 20 0 0 117
4:05 PM 0 15 18 0 5 12 4 0 6 36 0 0 15 29 1 0 141
4:10 PM 0 11 15 0 3 18 3 0 6 27 0 0 23 26 0 0 132
4:15 PM 1 19 18 0 2 13 4 0 4 21 0 0 16 21 0 0 119
4:20 PM 0 16 14 0 1 8 6 0 3 29 0 0 25 39 0 0 141
4:25 PM 0 30 13 0 4 18 5 0 6 23 0 0 27 22 0 0 148
4:30 PM 3 18 17 0 1 18 9 0 7 25 1 0 12 25 2 0 138
4:35 PM 0 11 15 0 1 19 4 0 2 19 0 0 10 30 0 0 111
4:40 PM 1 10 11 0 3 21 2 0 3 31 0 0 16 20 1 0 119
4:45 PM 1 17 14 0 3 17 2 0 1 21 1 0 11 20 0 0 108
4:50 PM 0 20 11 0 1 18 5 0 4 20 1 0 13 13 0 0 106
4:55 PM 0 21 14 0 0 24 5 0 9 17 0 0 13 18 0 0 121 1501
5:00 PM 0 17 13 0 2 23 4 0 2 27 0 0 12 31 1 0 132 1516
5:05 PM 0 14 20 0 2 13 3 0 1 22 0 0 30 22 0 0 127 1502
5:10 PM 1 27 13 0 2 26 3 0 2 21 0 0 8 25 0 0 128 1498
5:15 PM 0 19 23 0 5 11 5 0 1 29 1 0 13 30 0 0 137 1516
5:20 PM 0 20 22 0 5 14 2 0 2 31 1 0 18 31 1 0 147 1522
5:25 PM 2 18 16 0 1 22 3 0 3 34 0 0 16 21 1 0 137 1511
5:30 PM 1 19 16 0 4 13 1 0 1 27 2 0 14 24 0 0 122 1495
5:35 PM 1 23 21 0 3 10 3 0 1 24 1 0 30 23 0 0 140 1524
5:40 PM 0 21 22 0 2 12 2 0 1 16 1 0 28 26 0 0 131 1536
5:45 PM 0 12 15 0 3 21 2 0 3 42 1 0 14 19 1 0 133 1561
5:50 PM 0 16 18 0 2 8 3 0 1 21 0 0 28 20 1 0 118 1573
5:55 PM 1 18 20 0 2 18 1 0 5 24 1 0 20 24 2 0 136 1588
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 8 228 244 0 44 188 40 0 24 376 8 0 188 328 8 0 1684 Heavy Trucks 0 16 0 0 12 0 0 0 0 0 0 0 28
Buses
Pedestrians 8 4 16 0 28
Bicycles 0 4 4 0 8 0 0 4 0 0 0 4 24
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Eagle Ave QC JOB #: QC JOB #: 15746105 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 259 395
0 259 0
0 0
4 4
0 0.910.91
0 0
0 0
5 0 391 5
259 396
Peak-Hour: 8:00 AM -- 9:00 AMPeak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:20 AM -- 8:35 AMPeak 15-Min: 8:20 AM -- 8:35 AM

5.4 4.3
0 5.4 0
0 0
0 0
0 0
0 0
0 20
0 4.3 20

5.4 4.5
6 0 6
0 0 4 0
0 1
0 0
0 0
0 13 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Broadway Broadway
(Northbound)(Northbound)
Broadway Broadway
(Southbound)(Southbound)
Eagle AveEagle Ave
(Eastbound)(Eastbound)
Eagle AveEagle Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 15 0 0 0 6 0 0 0 0 0 0 0 0 0 0 21
7:05 AM 0 18 0 0 0 4 0 0 0 0 0 0 0 0 0 0 22
7:10 AM 0 22 0 0 0 9 0 0 0 0 0 0 0 0 0 0 31
7:15 AM 0 18 0 0 0 12 0 0 0 0 0 0 0 0 0 0 30
7:20 AM 0 18 1 0 0 4 0 0 0 0 0 0 0 0 0 0 23
7:25 AM 0 17 0 0 0 10 0 0 0 0 0 0 0 0 0 0 27
7:30 AM 0 22 0 0 0 15 0 0 0 0 0 0 0 0 0 0 37
7:35 AM 0 33 0 0 0 11 0 0 0 0 0 0 0 0 0 0 44
7:40 AM 0 22 0 0 0 25 0 0 0 0 0 0 0 0 0 0 47
7:45 AM 0 32 0 0 0 15 0 0 0 0 0 0 0 0 1 0 48
7:50 AM 0 26 1 0 0 19 0 0 0 0 0 0 0 0 0 0 46
7:55 AM 0 30 0 0 0 17 0 0 0 0 0 0 0 0 0 0 47 423
8:00 AM 0 29 1 0 0 23 0 0 0 0 0 0 0 0 0 0 53 455
8:05 AM 0 28 0 0 0 21 0 0 0 0 0 0 0 0 0 0 49 482
8:10 AM 0 22 1 0 0 21 0 0 0 0 0 0 0 0 0 0 44 495
8:15 AM 0 32 0 0 0 28 0 0 0 0 0 0 0 0 0 0 60 525
8:20 AM 0 38 0 0 0 22 0 0 0 0 0 0 0 0 1 0 61 563
8:25 AM 0 40 1 0 0 15 0 0 0 0 0 0 0 0 0 0 56 592
8:30 AM 0 46 0 0 0 18 0 0 0 0 0 0 0 0 0 0 64 619
8:35 AM 0 31 0 0 0 20 0 0 0 0 0 0 0 0 0 0 51 626
8:40 AM 0 36 0 0 0 19 0 0 0 0 0 0 0 0 2 0 57 636
8:45 AM 0 30 0 0 0 18 0 0 0 0 0 0 0 0 0 0 48 636
8:50 AM 0 31 0 0 0 31 0 0 0 0 0 0 0 0 1 0 63 653
8:55 AM 0 28 2 0 0 23 0 0 0 0 0 0 0 0 0 0 53 659
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 496 4 0 0 220 0 0 0 0 0 0 0 0 4 0 724
Heavy Trucks 0 8 0 0 4 0 0 0 0 0 0 0 12
Buses
Pedestrians 0 8 0 12 20
Bicycles 0 28 0 0 8 0 0 0 0 0 0 0 36
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Broadway -- Eagle Ave QC JOB #: QC JOB #: 15746106 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 430 449
0 429 1
0 0
5 5
0 0.920.92
0 0
0 0
6 0 444 5
429 449
Peak-Hour: 4:55 PM -- 5:55 PMPeak-Hour: 4:55 PM -- 5:55 PM Peak 15-Min: 5:35 PM -- 5:50 PMPeak 15-Min: 5:35 PM -- 5:50 PM

1.9 2.9
0 1.9 0
0 0
0 0
0 0
0 0
0 0
0 2.9 0

1.9 2.9
2 0 5
5 0 6 2
0 0
0 0
0 0
0 6 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Broadway Broadway
(Northbound)(Northbound)
Broadway Broadway
(Southbound)(Southbound)
Eagle AveEagle Ave
(Eastbound)(Eastbound)
Eagle AveEagle Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 0 42 0 0 0 29 0 0 0 0 0 0 0 0 1 0 72
4:05 PM 0 33 0 0 0 27 0 0 0 0 0 0 0 0 0 0 60
4:10 PM 0 27 0 0 0 38 0 0 0 0 0 0 0 0 0 0 65
4:15 PM 0 37 0 0 0 31 0 0 0 0 0 0 0 0 0 0 68
4:20 PM 0 29 1 0 0 31 0 0 0 0 0 0 0 0 0 0 61
4:25 PM 0 45 1 0 0 47 0 0 0 0 0 0 0 0 0 0 93
4:30 PM 0 39 0 0 0 31 0 0 0 0 0 0 0 0 0 0 70
4:35 PM 0 28 0 0 0 26 0 0 0 0 0 0 0 0 0 0 54
4:40 PM 0 22 0 0 0 38 0 0 0 0 0 0 0 0 0 0 60
4:45 PM 0 31 0 0 0 26 0 0 0 0 0 0 0 0 1 0 58
4:50 PM 0 30 0 0 0 34 0 0 0 0 0 0 0 0 0 0 64
4:55 PM 0 35 1 0 0 38 0 0 0 0 0 0 0 0 2 0 76 801
5:00 PM 0 30 0 0 0 34 0 0 0 0 0 0 0 0 0 0 64 793
5:05 PM 0 34 2 0 0 43 0 0 0 0 0 0 0 0 0 0 79 812
5:10 PM 0 39 0 0 0 35 0 0 0 0 0 0 0 0 1 0 75 822
5:15 PM 0 44 1 0 0 25 0 0 0 0 0 0 0 0 0 0 70 824
5:20 PM 0 42 0 0 1 29 0 0 0 0 0 0 0 0 0 0 72 835
5:25 PM 0 36 0 0 0 41 0 0 0 0 0 0 0 0 0 0 77 819
5:30 PM 0 35 0 0 0 27 0 0 0 0 0 0 0 0 0 0 62 811
5:35 PM 0 46 0 0 0 43 0 0 0 0 0 0 0 0 1 0 90 847
5:40 PM 0 42 0 0 0 41 0 0 0 0 0 0 0 0 1 0 84 871
5:45 PM 0 27 1 0 0 37 0 0 0 0 0 0 0 0 0 0 65 878
5:50 PM 0 34 0 0 0 36 0 0 0 0 0 0 0 0 0 0 70 884
5:55 PM 0 38 0 0 0 37 0 0 0 0 0 0 0 0 1 0 76 884
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 460 4 0 0 484 0 0 0 0 0 0 0 0 8 0 956
Heavy Trucks 0 8 0 0 8 0 0 0 0 0 0 0 16
Buses
Pedestrians 4 4 0 4 12
Bicycles 0 4 0 0 8 0 0 0 0 0 0 0 12
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Fernside Blvd/Blanding Ave -- Tilden Way/Fruitvale Ave QC JOB #: QC JOB #: 15746107 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 154 361
11 70 73
501
13 167
681
284

0.960.96
424
361
64 90
357
66 181 0
224 247
Peak-Hour: 7:55 AM -- 8:55 AMPeak-Hour: 7:55 AM -- 8:55 AM Peak 15-Min: 7:55 AM -- 8:10 AMPeak 15-Min: 7:55 AM -- 8:10 AM

6.5 5
0 4.3 9.6

1.8 0

9.6 4.1

2.5 1.9

2.5 3.1

4.4 3.9

1.5 1.1 0
4 1.2
3 0 18
3 0 4 2
0 0
10 7
0 0
0 9 3
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Fernside Blvd/Blanding AveFernside Blvd/Blanding Ave
(Northbound)(Northbound)
Fernside Blvd/Blanding AveFernside Blvd/Blanding Ave
(Southbound)(Southbound)
Tilden Way/Fruitvale AveTilden Way/Fruitvale Ave
(Eastbound)(Eastbound)
Tilden Way/Fruitvale AveTilden Way/Fruitvale Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 3 3 0 0 2 5 0 0 0 12 4 0 9 10 6 0 54
7:05 AM 2 6 0 0 5 2 0 0 0 9 6 0 5 12 7 0 54
7:10 AM 3 6 0 0 1 1 0 0 0 7 2 0 5 14 8 0 47
7:15 AM 0 5 0 0 3 0 1 0 0 13 3 0 3 13 5 0 46
7:20 AM 1 9 0 0 1 2 0 0 0 13 0 0 5 9 13 0 53
7:25 AM 1 6 0 0 7 6 0 0 0 8 4 0 8 15 11 0 66
7:30 AM 2 10 0 0 5 5 1 0 0 11 1 0 10 20 9 0 74
7:35 AM 1 13 0 0 5 2 1 0 0 15 5 0 3 28 9 0 82
7:40 AM 2 6 0 0 3 4 0 0 0 22 4 0 6 50 14 0 111
7:45 AM 1 6 0 0 6 3 1 0 0 24 2 0 9 23 11 0 86
7:50 AM 3 16 0 0 4 1 0 0 0 24 5 0 9 50 17 0 129
7:55 AM 10 19 0 0 5 8 0 0 1 20 0 0 11 44 14 0 132 934
8:00 AM 4 16 0 0 9 10 1 0 1 25 6 0 9 26 18 0 125 1005
8:05 AM 8 15 0 0 5 4 0 0 1 11 5 0 9 46 16 0 120 1071
8:10 AM 7 18 0 0 4 4 3 0 1 21 5 0 11 27 13 0 114 1138
8:15 AM 5 8 0 0 11 7 1 0 1 37 3 0 9 26 8 0 116 1208
8:20 AM 4 10 0 0 5 5 1 0 1 30 10 0 3 48 15 0 132 1287
8:25 AM 8 21 0 0 4 4 1 0 0 29 9 0 6 28 14 0 124 1345
8:30 AM 3 9 0 0 3 4 1 0 1 22 4 0 6 36 13 0 102 1373
8:35 AM 6 19 0 0 6 8 0 0 1 30 4 0 12 42 12 0 140 1431
8:40 AM 2 13 0 0 7 2 2 0 2 18 4 0 3 23 9 0 85 1405
8:45 AM 4 9 0 0 5 7 1 0 1 24 6 0 4 40 14 0 115 1434
8:50 AM 5 24 0 0 9 7 0 0 2 17 8 0 7 38 21 0 138 1443
8:55 AM 7 13 0 0 7 10 0 0 1 19 10 0 8 27 15 0 117 1428
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 88 200 0 0 76 88 4 0 12 224 44 0 116 464 192 0 1508 Heavy Trucks 0 0 0 12 4 0 0 4 0 4 0 12 36
Buses
Pedestrians 0 8 0 16 24
Bicycles 0 16 4 0 0 0 0 20 0 0 0 0 40
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Fernside Blvd/Blanding Ave -- Tilden Way/Fruitvale Ave QC JOB #: QC JOB #: 15746108 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 253 335
17 122 114
535
25 166
752
420

0.950.95
458
565
120
128
534
60 144 0
370 204
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 4 2.7
0 0.8 7.9

0.2 0

5.4 1.7

0.5 0.2

0.5 0.8

2.3 2.1
0 0 0

1.4 0
2 0 11
3 0 8 0
0 5
2 6
0 7
0 10 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Fernside Blvd/Blanding AveFernside Blvd/Blanding Ave
(Northbound)(Northbound)
Fernside Blvd/Blanding AveFernside Blvd/Blanding Ave
(Southbound)(Southbound)
Tilden Way/Fruitvale AveTilden Way/Fruitvale Ave
(Eastbound)(Eastbound)
Tilden Way/Fruitvale AveTilden Way/Fruitvale Ave
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 7 18 0 0 8 15 0 0 0 24 4 0 9 27 14 0 126
4:05 PM 5 13 0 0 3 11 2 0 1 48 11 0 15 45 19 0 173
4:10 PM 5 19 0 0 12 7 1 0 0 27 10 0 7 38 14 0 140
4:15 PM 5 7 0 0 7 12 1 0 1 32 7 0 8 34 10 0 124
4:20 PM 3 16 0 0 9 6 1 0 3 42 10 0 10 58 12 0 170
4:25 PM 9 10 1 0 12 10 1 0 1 30 3 0 6 46 18 0 147
4:30 PM 7 18 0 0 8 9 0 0 0 40 2 0 12 25 16 0 137
4:35 PM 10 6 0 0 10 9 1 0 0 32 12 0 8 32 13 0 133
4:40 PM 6 9 0 0 3 7 0 1 3 30 9 0 13 26 12 0 119
4:45 PM 5 17 0 0 12 12 0 0 1 27 11 0 9 25 20 0 139
4:50 PM 1 18 0 0 8 14 2 0 3 22 5 0 17 19 6 0 115
4:55 PM 6 13 0 0 13 6 0 0 0 27 2 0 11 27 17 0 122 1645
5:00 PM 10 5 0 0 8 14 0 0 2 28 11 0 10 33 11 0 132 1651 5:05 PM 2 10 0 0 3 14 1 0 2 38 6 0 14 47 14 0 151 1629
5:10 PM 5 13 0 0 12 14 1 0 2 23 10 0 7 26 12 0 125 1614 5:15 PM 9 10 0 0 10 5 2 0 2 32 8 0 12 41 18 0 149 1639
5:20 PM 5 11 0 0 5 8 2 0 1 58 12 0 13 43 17 0 175 1644
5:25 PM 3 17 0 0 12 11 1 0 2 31 14 0 6 30 16 0 143 1640 5:30 PM 5 17 0 0 11 11 2 0 2 32 7 0 7 37 13 0 144 1647
5:35 PM 6 16 0 0 11 8 2 0 2 39 12 0 7 37 11 0 151 1665
5:40 PM 3 15 0 0 13 5 3 0 2 38 8 0 12 46 11 0 156 1702
5:45 PM 3 16 0 0 12 9 0 0 2 35 14 0 12 36 18 0 157 1720 5:50 PM 3 5 0 0 12 14 3 0 3 34 8 0 15 40 12 0 149 1754
5:55 PM 6 9 0 0 5 9 0 0 3 32 10 0 13 42 13 0 142 1774
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 68 152 0 0 108 96 20 0 20 484 136 0 124 456 204 0 1868 Heavy Trucks 0 0 0 16 0 0 0 4 0 0 0 8 28
Buses
Pedestrians 8 0 0 12 20
Bicycles 0 12 0 0 20 0 0 8 0 8 8 8 64
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Fernside Blvd -- Pearl St QC JOB #: QC JOB #: 15746109 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 224 246
3 221 0
4 1
0 0
55 0.930.93
0 71
15 0
292
1 245 237
236 483
Peak-Hour: 7:55 AM -- 8:55 AMPeak-Hour: 7:55 AM -- 8:55 AM Peak 15-Min: 7:55 AM -- 8:10 AMPeak 15-Min: 7:55 AM -- 8:10 AM

4.9 3.3

66.7 4.1 0
50 0
0 0

1.8 0

1.4 0
0 1.7
0 3.3 1.7

3.8 2.5
3 2 12
2 0 4 0
0 0
0 0
0 0
0 12 4
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Fernside BlvdFernside Blvd
(Northbound)(Northbound)
Fernside BlvdFernside Blvd
(Southbound)(Southbound)
Pearl StPearl St
(Eastbound)(Eastbound)
Pearl StPearl St
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 7:00 AM 0 7 7 0 0 18 0 0 0 0 0 0 0 0 0 0 32
7:05 AM 0 7 6 0 0 11 1 0 0 2 0 0 0 0 0 0 27
7:10 AM 0 9 6 0 0 9 0 0 0 3 1 0 0 0 0 0 28
7:15 AM 0 5 13 0 0 6 0 0 1 4 1 0 0 0 0 0 30
7:20 AM 0 9 5 0 0 7 0 0 0 5 0 0 0 0 0 0 26
7:25 AM 0 8 14 0 0 16 1 0 0 2 0 0 0 0 0 0 41
7:30 AM 0 11 15 0 0 17 0 0 0 2 0 0 0 0 0 0 45
7:35 AM 0 14 10 0 0 10 0 0 0 5 0 0 0 0 0 0 39
7:40 AM 0 9 13 0 0 14 0 0 0 7 1 0 0 0 0 0 44
7:45 AM 0 8 22 0 0 14 0 0 0 3 0 0 0 0 0 0 47
7:50 AM 0 19 19 0 0 15 0 0 0 5 2 0 0 0 0 0 60
7:55 AM 0 27 21 0 0 19 0 0 1 2 1 0 0 0 0 0 71 490
8:00 AM 0 19 24 0 0 24 0 0 0 5 1 0 0 0 0 0 73 531
8:05 AM 0 24 17 0 0 19 0 0 0 4 1 0 0 0 0 0 65 569
8:10 AM 0 23 20 0 0 20 0 0 0 3 4 0 0 0 0 0 70 611
8:15 AM 1 14 21 0 0 19 0 0 0 6 2 0 0 0 0 0 63 644
8:20 AM 0 13 23 0 0 17 0 0 0 7 1 0 0 0 0 0 61 679
8:25 AM 0 30 19 0 0 19 1 0 0 4 0 0 0 0 0 0 73 711
8:30 AM 0 13 15 0 0 14 0 0 0 5 0 0 0 0 0 0 47 713
8:35 AM 0 25 17 0 0 26 0 0 0 2 2 0 0 0 0 0 72 746
8:40 AM 0 13 24 0 0 8 1 0 0 6 1 0 0 0 0 0 53 755
8:45 AM 0 15 19 0 0 14 1 0 0 5 2 0 0 0 0 0 56 764
8:50 AM 0 29 17 0 0 22 0 0 0 6 0 0 0 0 0 0 74 778
8:55 AM 0 18 6 0 0 25 3 0 0 4 1 0 0 0 0 0 57 764
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 280 248 0 0 248 0 0 4 44 12 0 0 0 0 0 836 Heavy Trucks 0 8 4 0 8 0 0 0 0 0 0 0 20
Buses
Pedestrians 0 0 0 12 12
Bicycles 0 20 4 0 0 0 0 0 0 0 0 0 24
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Fernside Blvd -- Pearl St QC JOB #: QC JOB #: 15746110 CITY/STATE: CITY/STATE: Alameda, CA DATE: DATE: Thu, Mar 24 2022 331 235
1 330 0
1 5
0 0
59 0.880.88
0 76
12 0
216
0 230 157
342 387
Peak-Hour: 4:00 PM -- 5:00 PMPeak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:00 PM -- 4:15 PMPeak 15-Min: 4:00 PM -- 4:15 PM

2.1 3
0 2.1 0
0 0
0 0
0 0
0 0
0 1.4
0 3 1.9
2 2.6
0 3 13
0 1 12 0
1 0
0 0
0 0
0 8 0
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Fernside BlvdFernside Blvd
(Northbound)(Northbound)
Fernside BlvdFernside Blvd
(Southbound)(Southbound)
Pearl StPearl St
(Eastbound)(Eastbound)
Pearl StPearl St
(Westbound)(Westbound) TotalTotal HourlyHourlyTotalsTotalsLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU 4:00 PM 0 25 20 0 0 28 0 0 0 7 1 0 0 0 0 0 81
4:05 PM 0 20 19 0 0 36 0 0 0 4 1 0 0 0 0 0 80
4:10 PM 0 22 15 0 0 24 0 0 0 2 1 0 0 0 0 0 64
4:15 PM 0 12 8 0 0 29 0 0 1 2 2 0 0 0 0 0 54
4:20 PM 0 18 19 0 0 27 0 0 1 10 1 0 0 0 0 0 76
4:25 PM 0 19 10 0 0 19 0 0 1 3 2 0 0 0 0 0 54
4:30 PM 0 25 9 0 0 24 0 0 0 3 2 0 0 0 0 0 63
4:35 PM 0 17 16 0 0 27 0 0 0 5 0 0 0 0 0 0 65
4:40 PM 0 15 10 0 0 30 1 0 0 2 1 0 0 0 0 0 59
4:45 PM 0 20 9 0 0 32 0 0 1 7 1 0 0 0 0 0 70
4:50 PM 0 19 10 0 0 34 0 0 0 6 0 0 0 0 0 0 69
4:55 PM 0 18 12 0 0 20 0 0 1 8 0 0 0 0 0 0 59 794
5:00 PM 1 14 11 0 0 35 0 0 1 4 1 0 0 0 0 0 67 780
5:05 PM 1 13 5 0 0 32 0 0 0 4 3 0 0 0 0 0 58 758
5:10 PM 1 17 7 0 0 32 0 0 1 5 2 0 0 0 0 0 65 759
5:15 PM 0 18 7 0 0 28 0 0 0 4 0 0 0 0 0 0 57 762
5:20 PM 1 16 7 0 0 30 1 0 0 3 3 0 0 0 0 0 61 747
5:25 PM 0 18 14 0 0 33 0 0 1 4 1 0 0 0 0 0 71 764
5:30 PM 0 21 10 0 0 24 0 0 1 4 0 0 0 0 0 0 60 761
5:35 PM 0 23 11 0 0 27 1 0 0 3 0 0 0 0 0 0 65 761
5:40 PM 0 19 11 0 0 24 0 0 0 8 0 0 0 0 0 0 62 764
5:45 PM 0 17 11 0 0 35 1 0 0 4 2 0 0 0 0 0 70 764
5:50 PM 0 10 5 0 0 35 0 0 0 1 0 0 0 0 0 0 51 746
5:55 PM 0 15 8 0 0 33 0 0 0 3 1 0 0 0 0 0 60 747
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU All Vehicles 0 268 216 0 0 352 0 0 0 52 12 0 0 0 0 0 900 Heavy Trucks 0 16 12 0 12 0 0 0 0 0 0 0 40
Buses
Pedestrians 0 0 4 4 8
Bicycles 0 4 0 0 12 0 0 0 0 0 0 0 16
Scooters
Comments:

Report generated on 4/1/2022 4:02 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

January 12, 2023 Page 28
Clement/Tilden Way Extension Existing Conditions Memo Existing Conditions Kittelson & Associates, Inc.

Appendix C: Signal Timing Sheets

TRAFFIC SIGNAL CONTROLLER SUMMARY
Intersection Number Intersection Name
019 Broadway & Tilden Way
Communications
Protocol
Interconnect Media
Comm. Port
IP Address
n/a
n/a
n/a
n/a
Comm. Type

10.70.10.51 1st Device & IP n/a
Hardware
Controller & Firmware
Battery Backup
Accessible/Audible Ped
EVP
Cobalt, 32.66.10
P44, TS2 Type 1
ZincBlue BBS (2‐batteries)
Cabinet Type
Railroad Preempt
Address (PG&E)
1815 Broadway
Photo Enforcement
Detection
Loops (specify phs.)
System Loops
Vid Detection Phases
n/a
n/a
Econolite Autoscope
2, 4, 6, 8
Video Detection
Phase Diagram
25 MPH
25 MPH
25 MPH
6P
2P
4P
25 MPH
8P
74'
68'
77'
94'
Intersection Schematic Layout
2nd Device & IP n/a
Notes
Revisions
Updated
By
July 21, 2021
M. Wages
FILENAME: 3_Broadway  & Tilden Wy.vsd

BROADWAY
TILDEN WAY
4 8
2 2
6 6
6 Φ6P
Φ6 Φ2
Φ8
Φ4P Φ4
Φ8P
Φ2P
Φ6
Φ2
****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

CONTROLLER SEQUENCE [ 1]
SEQUENCE COMMANDS . HW ALT SEQ ENA.YES
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16

BC-B B B - B B B - B - - - - - - - B
R1-| 2| 6| . 4| 9|11|10 .| . . . . . . . .|
R2-| .| .| . 8| .| .|12 .| . . . . . . . .|
R3-| .| .| . .| .| .| . .| . . . . . . . .|
R4-| .| .| . .| .| .| . .| . . . . . . . .|

R1-R4=RING 1-4, DATA ENTRY, PHASES 1-16
BC=BARRIER CONTROL, VALUES: B,C
B=BARRIER MODE
C=COMPATIBILITY MODE

SCREEN IS NOT AVAILABLE IN BARRIER MODE

ENABLE BACKUP PREVENT
TMG\BKUP 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
1 . . . . . . . . . . . . . . .
2 . . . . . . . . . . . . . . .
3 . . . . . . . . . . . . . . .
4 . . . . . . . . . . . . . . .
5 . . . . . . . . . . . . . . .
6 . . . . . . . . . . . . . . .
7 . . . . . . . . . . . . . . .
8 . . . . . . . . . . . . . . .
9 . . . . . . . . . . . . . . .
10 . . . . . . . . . . . . . . .
11 . . . . . . . . . . . . . . .
12 . . . . . . . . . . . . . . .
13 . . . . . . . . . . . . . . .
14 . . . . . . . . . . . . . . .
15 . . . . . . . . . . . . . . .
16 . . . . . . . . . . . . . . .

SIMULTANEOUS GAP PHASES
GAP\PH 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
1 . . . . . . . . . . . . . . .
2 . . . . . . . . . . . . . . .
3 . . . . . . . . . . . . . . .
4 . . . . . . X . . . . . . . .
5 . . . . . . . . . . . . . . .
6 . . . . . . . . . . . . . . .
7 . . . . . . . . . . . . . . .
8 . . . X . . . . . . . . . . .
9 . . . . . . . . . . . . . . .
10 . . . . . . . . . . . . . . .
11 . . . . . . . . . . . . . . .
12 . . . . . . . . . . . . . . .
13 . . . . . . . . . . . . . . .
14 . . . . . . . . . . . . . . .
15 . . . . . . . . . . . . . . .
16 . . . . . . . . . . . . . . .

DISABLE. . . . . . . . . . . . . . . . .

***********************************
*THIS CONTROLLER IS NOT CONFIGURED*
* FOR DIAMOND *
***********************************

***********************************
*THIS CONTROLLER IS NOT CONFIGURED*
* FOR DIAMOND *
***********************************

***********************************
*THIS CONTROLLER IS NOT CONFIGURED*
* FOR DIAMOND *
***********************************

PHASES IN USE / EXCLUSIVE PED
PHASE 1 2 3 4 5 6 7 8
IN USE....... . X . X . X . X
EXCLUSIVE PED . . . . . . . .

PHASE 9 10 11 12 13 14 15 16
IN USE....... . . . . . . . .

EXCLUSIVE PED . . . . . . . .

LD SWITCH ASSIGN

PHASE DIMMING ---FLASH---
/OVLP TYPE R Y G D PWR AUT TGR
1 0 . . . . + A R .
2 2 V . . . + A R X
3 0 . . . . + A R .
4 4 V . . . + A R X
5 0 . . . . - A R .
6 6 V . . . - A R X
7 0 . . . . - A R .
8 8 V . . . - A R X
9 2 P . . . + A . .
10 4 P . . . + A . .
11 6 P . . . - A . .
12 8 P . . . - A . .
13 0 O . . . + A R .
14 0 O . . . - A R X
15 0 O . . . + A R .
16 0 O . . . - A R X

SDLC PORT 1 CONFIG
BIU 1 2 3 4 5 6 7 8
TERM & FACILITY X X . . . . . .

DETECTOR RACK . X . . . . . .

---MMU ALWAYS ENABLED FOR TS2 TYPE 1----
ENABLE MMU EXTENDED STATUS.......... YES
ENABLE SDLC STOP TIME............... NO
ENABLE 3 CRITICAL RFEs LOCKUP....... NO
MMU TO CU SDLC EXTERNAL START... ENABLED

CAUTION

CHANGES TO MMU PROGRAMMING SCREEN MAY

RESULT IN IMMEDIATE CABINET FLASH

PRESS [ENTER] TO CONTINUE

COLOR CHECK ENABLE
ENABLE COLOR CHECK...

ETHERNET MAC 00:00:00:00:00:00
CONTROLLER IP........... 10. 70. 10. 51
SUBNET MASK............. 255.255.255. 0
DEFAULT GATEWAY IP...... 10. 70. 10. 1
SERVER IP .............. 10. 70. 10. 1
LINK SPEED/DUPLEX............. 10/HALF
DROP-OUT TIME..................... 300
ENET-2 IP (READ-ONLY).......172.30.30.30

COMM PORT 2
ENABLE......... NO PROTOCOL. NTCIP
BIT RATE..... 9600 ADDRESS....... 0
D/P/S........ 8/N/1 GROUP ADDRESS. 0
DUPLEX........ HALF DROP-OUT TIME. 10
FLOW CONTROL... NO SINGLE FLAGGED.. YES

NOT INSTALLED COMM MODULE- AUTO

CONTROLLER DOES NOT SUPPORT THIS PORT

NOT INSTALLED COMM MODULE- AUTO

CONTROLLER DOES NOT SUPPORT THIS PORT

NTCIP
BACKUP TIME....................... 0
ETHERNET UDP PORT................. 501
ETHERNET PRIORITY..................... 1

ECPIP
CONTROLLER ADDRESS................... 0
EXPANDED SYSTEM DETECTOR ADDRESS..... 0

SYSTEM DETECTOR ASSIGNMENT:

SYSTEM DET 1 2 3 4 5 6 7 8
LOCAL DET 0 0 0 0 0 0 0 0
SYSTEM DET 9 10 11 12 13 14 15 16
LOCAL DET 0 0 0 0 0 0 0 0

WIRELESS CONFIGURATION

WIRELESS CHANNEL NUMBER 1

WIRELESS ACCESS CODE 327423274

PEER TO PEER SETUP
LOCAL PORT.......... 503

PEER PORT IP ADDRESS TIMEOUT
1 503 0. 0. 0. 0 1
2 503 0. 0. 0. 0 1
3 503 0. 0. 0. 0 1
4 503 0. 0. 0. 0 1
5 503 0. 0. 0. 0 1
6 503 0. 0. 0. 0 1
7 503 0. 0. 0. 0 1
8 503 0. 0. 0. 0 1
9 503 0. 0. 0. 0 1
10 503 0. 0. 0. 0 1
11 503 0. 0. 0. 0 1
12 503 0. 0. 0. 0 1
13 503 0. 0. 0. 0 1
14 503 0. 0. 0. 0 1
15 503 0. 0. 0. 0 1

EVENT LOGGING
RFEs (MMU/TF).. YES 3 RFEs >24 H.... YES
MMU FL FAULTS.. YES LOCAL FLASH..... YES
RFEs (DET/TEST) YES DETECTOR ERRORS. YES
COORD ERRORS... NO CTR DOWNLOAD.... NO
PREEMPT........ NO TSP............. NO
POWER ON/OFF... YES LOW BATTERY..... YES
ACCESS......... YES DATA CHANGE..... YES
ONLINE/OFFLINE. YES
ALARM 1........ YES ALARM 2......... YES
ALARM 3........ NO ALARM 4......... NO
ALARM 5........ NO ALARM 6......... NO
ALARM 7........ NO ALARM 8......... NO
ALARM 9........ NO ALARM 10........ NO
ALARM 11....... NO ALARM 12........ NO
ALARM 13....... NO ALARM 14........ NO
ALARM 15....... NO ALARM 16........ NO

ADMINISTRATION

ENABLE CU/CABINET INTERLOCK CRC.... NO
CU/CABINET INTERLOCK CRC VALUE..... 0000
CU/CABINET INTERLOCK HW VALUE...... 0000

REQUEST DOWNLOAD CONTROLLER DATA... NO
CONTROLLER DATABASE CRC ........... D8B7
AUTOMATIC BACKUP TO DATAKEY/SD CARD. YES

DISPLAY OPTIONS COBALT-1000

KEY CLICK ENABLE.................... YES

SWITCH TO GRAPHICS MODE............ YES

LED MODE........................... AUTO

MAIN STATUS DISPLAY MODE........ADVANCED

TRANS MODE POP-UP DISABLE............ NO

SECURITY ACCESS -SELECT NAME-
01 --------------- 02 ---------------
03 --------------- 04 ---------------
05 --------------- 06 ---------------
07 --------------- 08 ---------------
09 --------------- 10 ---------------
11 --------------- 12 ---------------
13 --------------- 14 ---------------
15 --------------- 16 ---------------
17 --------------- 18 ---------------
19 --------------- 20 ---------------
21 --------------- 22 ---------------
23 --------------- 24 ---------------
25 --------------- 26 ---------------
27 --------------- 28 ---------------
29 --------------- 30 ---------------
31 --------------- 32 ---------------
33 --------------- 34 ---------------
35 --------------- 36 ---------------
37 --------------- 38 ---------------
39 --------------- 40 ---------------
41 --------------- 42 ---------------
43 --------------- 44 ---------------
45 --------------- 46 ---------------
47 --------------- 48 ---------------
49 --------------- 50 ---------------

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

TIMING PLAN [ 1] PHASE DATA
PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 MIN GRN 0 11 0 9 0 11 0 9 5 5 5 5 5 5 5 5 BK MGRN 0 11 0 11 0 11 0 11 0 0 0 0 0 0 0 0 CS MGRN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DLY GRN 0 4 0 4 0 4 0 4 0 0 0 0 0 0 0 0 WALK 0 10 0 10 0 10 0 10 0 10 0 10 0 10 0 10 WALK2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WLK MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CLR 0 17 0 18 0 18 0 23 0 16 0 16 0 16 0 16 PD CLR2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PC MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VEH EXT 0.0 1.5 0.0 2.8 0.0 1.5 0.0 2.8 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 VH EXT2 0.0 2.2 0.0 3.5 0.0 2.2 0.0 3.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX1 0 44 0 34 0 38 0 34 35 35 35 35 35 35 35 35 MAX2 0 34 0 34 0 44 0 34 40 40 40 40 40 40 40 40 MAX3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM STP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 YELLOW 0.0 3.6 0.0 4.1 0.0 3.6 0.0 4.1 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLR 0.0 1.2 0.0 1.0 0.0 1.2 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 RED MAX 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RED RVT 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ACT B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEC/ACT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX INT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TIME B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CARS WT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDUC 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTREDUC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MIN GAP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

TIMING PLAN [ 2] PHASE DATA
PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 MIN GRN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BK MGRN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS MGRN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DLY GRN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WALK 0 10 0 10 0 10 0 10 0 10 0 10 0 10 0 10 WALK2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WLK MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CLR 0 16 0 16 0 16 0 16 0 16 0 16 0 16 0 16 PD CLR2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PC MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VEH EXT 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 VH EXT2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX1 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 MAX2 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 MAX3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM STP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 YELLOW 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 RED MAX 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RED RVT 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ACT B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEC/ACT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX INT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TIME B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CARS WT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDUC 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTREDUC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MIN GAP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

TMG VEH OVLP...[A] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[B] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[C] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[D] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[E] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[F] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[G] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[H] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[I] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[J] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[K] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[L] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[M] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[N] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[O] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[P] TYPE:OTHER/ECONOLITE

VEH/PED OVERLAPS
INCLUDED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
VEH OL A . . . . . . . . . . . . . . . .

VEH OL B . . . . . . . . . . . . . . . .

VEH OL C . . . . . . . . . . . . . . . .

VEH OL D . . . . . . . . . . . . . . . .

VEH OL E . . . . . . . . . . . . . . . .

VEH OL F . . . . . . . . . . . . . . . .

VEH OL G . . . . . . . . . . . . . . . .

VEH OL H . . . . . . . . . . . . . . . .

VEH OL I . . . . . . . . . . . . . . . .

VEH OL J . . . . . . . . . . . . . . . .

VEH OL K . . . . . . . . . . . . . . . .

VEH OL L . . . . . . . . . . . . . . . .

VEH OL M . . . . . . . . . . . . . . . .

VEH OL N . . . . . . . . . . . . . . . .

VEH OL O . . . . . . . . . . . . . . . .

VEH OL P . . . . . . . . . . . . . . . .

PD OL 01 . . . . . . . . . . . . . . . .

PD OL 02 . . . . . . . . . . . . . . . .

PD OL 03 . . . . . . . . . . . . . . . .

PD OL 04 . . . . . . . . . . . . . . . .

PD OL 05 . . . . . . . . . . . . . . . .

PD OL 06 . . . . . . . . . . . . . . . .

PD OL 07 . . . . . . . . . . . . . . . .

PD OL 08 . . . . . . . . . . . . . . . .

PD OL 09 . . . . . . . . . . . . . . . .

PD OL 10 . . . . . . . . . . . . . . . .

PD OL 11 . . . . . . . . . . . . . . . .

PD OL 12 . . . . . . . . . . . . . . . .

PD OL 13 . . . . . . . . . . . . . . . .

PD OL 14 . . . . . . . . . . . . . . . .

PD OL 15 . . . . . . . . . . . . . . . .

PD OL 16 . . . . . . . . . . . . . . . .

GUARANTEED MINIMUM TIME DATA
PHASE A01 B02 C03 D04 E05 F06 G07 H08
MIN GRN 5 5 5 5 5 5 5 5
WALK 0 0 0 0 0 0 0 0
PED CLR 7 7 7 7 7 7 7 7
YELLOW 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
RED CLR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
OVL GRN 5 5 5 5 5 5 5 5
PHASE I09 J10 K11 L12 M13 N14 O15 P16
MIN GRN 5 5 5 5 5 5 5 5
WALK 0 0 0 0 0 0 0 0
PED CLR 7 7 7 7 7 7 7 7
YELLOW 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
RED CLR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
OVL GRN 5 5 5 5 5 5 5 5

START/FLASH DATA
------START UP--------------------------
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PHASE . . . R . . . R . . . . . . . .

A B C D E F G H I J K L M N O P
OVERLAP . . . . . . . . . . . . . . . .

FLASH>MON.YES FL TIME.. 10 ALL RED... 4
PWR START SEQ.. 1 MUTCD-> NO
------AUTOMATIC FLASH------------------------
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
ENTRY . . . . . . . . . . . . . . . .

EXIT . . . . . . . . . . . . . . . .

OVERLAP A B C D E F G H I J K L M N O P
EXIT . . . . . . . . . . . . . . . .

FLASH>MON. NO EXIT FL. W MIN FLASH. 8
MINIMUM RECALL. NO CYCLE THRU PHASE. NO

CONTROLLER OPTIONS
PED CLEAR PROTECT . UNIT RED REVERT 2.0
MUTCD 3 SECONDS DONT WALK .......... NO
PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
FLASHING GRN PH. . . . . . . . . . . . . . . . .

GUAR PASSAGE.... . X . . . X . . . . . . . . . .

NON-ACT I....... . . . . . . . . . . . . . . . .

NON-ACT II...... . . . . . . . . . . . . . . . .

DUAL ENTRY...... . . . X . . . X . . . . . . . .

COND SERVICE.... . . . . . . . . . . . . . . . .

COND RESERVICE.. . . . . . . . . . . . . . . . .

PED RESERVICE... . . . . . . . . . . . . . . . .

REST IN WALK.... . . . . . . . . . . . . . . . .

FLASHING WALK... . . . . . . . . . . . . . . . .

PED CLR>YELLOW.. . . . . . . . . . . . . . . . .

PED CLR>RED..... . . . . . . . . . . . . . . . .

IGRN + VEH EXT.. . . . . . . . . . . . . . . . .

PRE-TIMED MODE

ENABLE PRE-TIMED MODE............... NO
FREE INPUT DISABLES PRE-TIMED........ NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PRETIMED . . . . . . . . . . . . . . . .

PHASE RECALL OPTIONS
TIMING PLAN NUMBER [ 1]
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
LOCK DET . . . X . . . X . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

SF RCALL . . . X . . . X . . . . . . . .

NO REST . . . . . . . . . . . . . . . .

AI CALC . . . . . . . . . . . . . . . .

PHASE RECALL OPTIONS
TIMING PLAN NUMBER [ 2]
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

LOCK DET X X X X X X X X X X X X X X X X
VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

SF RCALL . . . . . . . . . . . . . . . .

NO REST . . . . . . . . . . . . . . . .

AI CALC . . . . . . . . . . . . . . . .

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

COORD OPTIONS
MANUAL PATTERN. AUTO ECPI COORD..... YES
SYSTEM SOURCE.. TBC SYSTEM FORMAT.. STD
SPLITS IN....SECONDS OFFSET IN...SECONDS
TRANSITION.. SMOOTH MAX SELECT.. MAXINH
DWELL/ADD TIME.. 0 ENABLE MAN SYNC. NO
DLY COORD WK-LZ. NO FORCE OFF... FLOAT
OFFSET REF.... LEAD CAL USE PED TM. YES
PED RECALL...... NO PED RESERVE.... NO
LOCAL ZERO OVRD. NO FO ADD INI GRN. NO
RE-SYNC COUNT... 0 MULTISYNC...... NO

COORDINATOR PATTERN [ 1]
USE SPLIT PATTERN. 1 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 0-1
CYCLE.......... 0s STD (COS)......111
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 1] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 1] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 2]
USE SPLIT PATTERN. 2 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 0-2
CYCLE.......... 0s STD (COS)......121
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 2] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 2] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 3]
USE SPLIT PATTERN. 3 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 0-3
CYCLE.......... 0s STD (COS)......131
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 3] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 3] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 4]
USE SPLIT PATTERN. 4 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 1-1
CYCLE.......... 0s STD (COS)......141
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 4] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 4] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 5]
USE SPLIT PATTERN. 5 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 1-2
CYCLE.......... 0s STD (COS)......151
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 5] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 5] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 6]
USE SPLIT PATTERN. 6 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 1-3
CYCLE.......... 0s STD (COS)......112
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 6] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 6] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 7]
USE SPLIT PATTERN. 7 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 2-1
CYCLE.......... 0s STD (COS)......122
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 7] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 7] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 8]
USE SPLIT PATTERN. 8 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 2-2
CYCLE.......... 0s STD (COS)......132
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 8] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 8] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

SPLIT PATTERN [ 1]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 2]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 3]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 4]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 5]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 6]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 7]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 8]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

AUTO PERM MINIMUM GREEN (SECONDS)

PHASE 1 2 3 4 5 6 7 8
MIN GRN. 0 0 0 0 0 0 0 0

PHASE 9 10 11 12 13 14 15 16
MIN GRN. 0 0 0 0 0 0 0 0

SPLIT DEMAND
PHASES 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
DEMAND 1 . . . . . . . . . . . . . . . .

DEMAND 2 . . . . . . . . . . . . . . . .

DEMAND 1 2
DETECTOR......... 0 0
CALL TIME (SEC).. 0 0
CYCLE COUNT...... 0 0

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

PREEMPT PLAN [ 1] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR RED|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 2] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 3] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 4] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 5] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 6] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

ENABLE PREEMPT FILTERING & TSP/SCP

FILTERED SOLID PULSING
INPUT 1 ...BYPASSED.. ...BYPASSED..
2 ...BYPASSED.. ...BYPASSED..
3 ..PREEMPT 3. ..PREEMPT 7.
4 ..PREEMPT 4. ..PREEMPT 8.
5 ..PREEMPT 5. ..PREEMPT 9.
6 ..PREEMPT 6. ..PREEMPT 10.
7 ...BYPASSED.. ...BYPASSED..
8 ...BYPASSED.. ...BYPASSED..
9 ...BYPASSED.. ...BYPASSED..
10 ...BYPASSED.. ...BYPASSED..

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

CLOCK/CALENDAR DATA
00/00/0000 WED 00:00:00
ENA ACTION PLAN. 0
SYNC REF TIME.00:00 SYNC REF.. REF TIME
TIME FROM GMT...+00 DAY LIGHT SAVE.USDLS
TIME RESET INPUT SET TIME...... 03:30:00

ACTION PLAN...[ 1]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 2]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 3]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 4]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 5]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 6]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 7]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 8]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

DAY PLAN [ 1] DAY PLAN IN EFFECT [ 0]

EVENT ACTION PLAN START TIME
1 0 00:00
2 0 00:00
3 0 00:00
4 0 00:00
5 0 00:00
6 0 00:00
7 0 00:00
8 0 00:00
9 0 00:00
10 0 00:00
11 0 00:00
12 0 00:00
13 0 00:00
14 0 00:00
15 0 00:00
16 0 00:00
17 0 00:00
18 0 00:00
19 0 00:00
20 0 00:00
21 0 00:00
22 0 00:00
23 0 00:00
24 0 00:00
25 0 00:00
26 0 00:00
27 0 00:00
28 0 00:00
29 0 00:00
30 0 00:00
31 0 00:00
32 0 00:00
33 0 00:00
34 0 00:00
35 0 00:00
36 0 00:00
37 0 00:00
38 0 00:00
39 0 00:00
40 0 00:00
41 0 00:00
42 0 00:00
43 0 00:00
44 0 00:00
45 0 00:00
46 0 00:00
47 0 00:00
48 0 00:00
49 0 00:00
50 0 00:00

DAY PLAN [ 2] DAY PLAN IN EFFECT [ 0]

EVENT ACTION PLAN START TIME
1 0 00:00
2 0 00:00
3 0 00:00
4 0 00:00
5 0 00:00
6 0 00:00
7 0 00:00
8 0 00:00
9 0 00:00
10 0 00:00
11 0 00:00
12 0 00:00
13 0 00:00
14 0 00:00
15 0 00:00
16 0 00:00
17 0 00:00
18 0 00:00
19 0 00:00
20 0 00:00
21 0 00:00
22 0 00:00
23 0 00:00
24 0 00:00
25 0 00:00
26 0 00:00
27 0 00:00
28 0 00:00
29 0 00:00
30 0 00:00
31 0 00:00
32 0 00:00
33 0 00:00
34 0 00:00
35 0 00:00
36 0 00:00
37 0 00:00
38 0 00:00
39 0 00:00
40 0 00:00
41 0 00:00
42 0 00:00
43 0 00:00
44 0 00:00
45 0 00:00
46 0 00:00
47 0 00:00
48 0 00:00
49 0 00:00
50 0 00:00

DAY PLAN [ 3] DAY PLAN IN EFFECT [ 0]

EVENT ACTION PLAN START TIME
1 0 00:00
2 0 00:00
3 0 00:00
4 0 00:00
5 0 00:00
6 0 00:00
7 0 00:00
8 0 00:00
9 0 00:00
10 0 00:00
11 0 00:00
12 0 00:00
13 0 00:00
14 0 00:00
15 0 00:00
16 0 00:00
17 0 00:00
18 0 00:00
19 0 00:00
20 0 00:00
21 0 00:00
22 0 00:00
23 0 00:00
24 0 00:00
25 0 00:00
26 0 00:00
27 0 00:00
28 0 00:00
29 0 00:00
30 0 00:00
31 0 00:00
32 0 00:00
33 0 00:00
34 0 00:00
35 0 00:00
36 0 00:00
37 0 00:00
38 0 00:00
39 0 00:00
40 0 00:00
41 0 00:00
42 0 00:00
43 0 00:00
44 0 00:00
45 0 00:00
46 0 00:00
47 0 00:00
48 0 00:00
49 0 00:00
50 0 00:00

SCHEDULE NUMBER [ 1]
DAY PLAN NO ..... 0 CLEAR ALL FIELDS.. .

SELECT ALL MONTHS.. . DOW.. . DOM.. .

MONTH J F M A M J J A S O N D
. . . . . . . . . . . .

DAY (DOW): SUN MON TUE WED THU FRI SAT
. . . . . . .

DAY(DOM):1 2 3 4 5 6 7 8 9 10 11
. . . . . . . . . . .
12 13 14 15 16 17 18 19 20 21 22
. . . . . . . . . . .
23 24 25 26 27 28 29 30 31
. . . . . . . . .

SCHEDULE NUMBER [ 2]
DAY PLAN NO ..... 0 CLEAR ALL FIELDS.. .

SELECT ALL MONTHS.. . DOW.. . DOM.. .

MONTH J F M A M J J A S O N D
. . . . . . . . . . . .

DAY (DOW): SUN MON TUE WED THU FRI SAT
. . . . . . .

DAY(DOM):1 2 3 4 5 6 7 8 9 10 11
. . . . . . . . . . .
12 13 14 15 16 17 18 19 20 21 22
. . . . . . . . . . .
23 24 25 26 27 28 29 30 31
. . . . . . . . .

SCHEDULE NUMBER [ 3]
DAY PLAN NO ..... 0 CLEAR ALL FIELDS.. .

SELECT ALL MONTHS.. . DOW.. . DOM.. .

MONTH J F M A M J J A S O N D
. . . . . . . . . . . .

DAY (DOW): SUN MON TUE WED THU FRI SAT
. . . . . . .

DAY(DOM):1 2 3 4 5 6 7 8 9 10 11
. . . . . . . . . . .
12 13 14 15 16 17 18 19 20 21 22
. . . . . . . . . . .
23 24 25 26 27 28 29 30 31
. . . . . . . . .

EXCEPTION DAY PROGRAM

EXCEPTION FLOAT/ MON/ DOW/ WOM/ DAY

DAY FIXED MON DOM YEAR PLAN
1 FLOAT 0 0 0 0
2 FLOAT 0 0 0 0
3 FLOAT 0 0 0 0
4 FLOAT 0 0 0 0
5 FLOAT 0 0 0 0
6 FLOAT 0 0 0 0
7 FLOAT 0 0 0 0
8 FLOAT 0 0 0 0
9 FLOAT 0 0 0 0
10 FLOAT 0 0 0 0
11 FLOAT 0 0 0 0
12 FLOAT 0 0 0 0
13 FLOAT 0 0 0 0
14 FLOAT 0 0 0 0
15 FLOAT 0 0 0 0
16 FLOAT 0 0 0 0
17 FLOAT 0 0 0 0
18 FLOAT 0 0 0 0
19 FLOAT 0 0 0 0
20 FLOAT 0 0 0 0
21 FLOAT 0 0 0 0
22 FLOAT 0 0 0 0
23 FLOAT 0 0 0 0
24 FLOAT 0 0 0 0
25 FLOAT 0 0 0 0
26 FLOAT 0 0 0 0
27 FLOAT 0 0 0 0
28 FLOAT 0 0 0 0
29 FLOAT 0 0 0 0
30 FLOAT 0 0 0 0
31 FLOAT 0 0 0 0
32 FLOAT 0 0 0 0
33 FLOAT 0 0 0 0
34 FLOAT 0 0 0 0
35 FLOAT 0 0 0 0
36 FLOAT 0 0 0 0
37 FLOAT 0 0 0 0
38 FLOAT 0 0 0 0
39 FLOAT 0 0 0 0
40 FLOAT 0 0 0 0
41 FLOAT 0 0 0 0
42 FLOAT 0 0 0 0
43 FLOAT 0 0 0 0
44 FLOAT 0 0 0 0
45 FLOAT 0 0 0 0
46 FLOAT 0 0 0 0
47 FLOAT 0 0 0 0
48 FLOAT 0 0 0 0
49 FLOAT 0 0 0 0
50 FLOAT 0 0 0 0
51 FLOAT 0 0 0 0
52 FLOAT 0 0 0 0
53 FLOAT 0 0 0 0
54 FLOAT 0 0 0 0
55 FLOAT 0 0 0 0
56 FLOAT 0 0 0 0
57 FLOAT 0 0 0 0
58 FLOAT 0 0 0 0
59 FLOAT 0 0 0 0
60 FLOAT 0 0 0 0
61 FLOAT 0 0 0 0
62 FLOAT 0 0 0 0
63 FLOAT 0 0 0 0
64 FLOAT 0 0 0 0
65 FLOAT 0 0 0 0
66 FLOAT 0 0 0 0
67 FLOAT 0 0 0 0
68 FLOAT 0 0 0 0
69 FLOAT 0 0 0 0
70 FLOAT 0 0 0 0
71 FLOAT 0 0 0 0
72 FLOAT 0 0 0 0
73 FLOAT 0 0 0 0
74 FLOAT 0 0 0 0
75 FLOAT 0 0 0 0
76 FLOAT 0 0 0 0
77 FLOAT 0 0 0 0
78 FLOAT 0 0 0 0
79 FLOAT 0 0 0 0
80 FLOAT 0 0 0 0
81 FLOAT 0 0 0 0
82 FLOAT 0 0 0 0
83 FLOAT 0 0 0 0
84 FLOAT 0 0 0 0
85 FLOAT 0 0 0 0
86 FLOAT 0 0 0 0
87 FLOAT 0 0 0 0
88 FLOAT 0 0 0 0
89 FLOAT 0 0 0 0
90 FLOAT 0 0 0 0

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

VEH DET PH ASSIGN VEH DET PLAN [ 1]
[ ADDITIONAL PHASE CALLS ]
DET PH 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 T-TYPE
1 1 . . . . . . . . . . . . . . . . S-STANDARD
2 2 . . . . . . . . . . . . . . . . S-STANDARD
3 3 . . . . . . . . . . . . . . . . S-STANDARD
4 4 . . . . . . . . . . . . . . . . S-STANDARD
5 5 . . . . . . . . . . . . . . . . S-STANDARD
6 6 . . . . . . . . . . . . . . . . S-STANDARD
7 7 . . . . . . . . . . . . . . . . S-STANDARD
8 8 . . . . . . . . . . . . . . . . S-STANDARD
9 2 . . . . . . . . . . . . . . . . S-STANDARD
10 2 . . . . . . . . . . . . . . . . S-STANDARD
11 4 . . . . . . . . . . . . . . . . S-STANDARD
12 4 . . . . . . . . . . . . . . . . S-STANDARD
13 6 . . . . . . . . . . . . . . . . S-STANDARD
14 6 . . . . . . . . . . . . . . . . S-STANDARD
15 8 . . . . . . . . . . . . . . . . S-STANDARD
16 8 . . . . . . . . . . . . . . . . S-STANDARD
17 1 . . . . . . . . . . . . . . . . S-STANDARD
18 2 . . . . . . . . . . . . . . . . S-STANDARD
19 3 . . . . . . . . . . . . . . . . S-STANDARD
20 4 . . . . . . . . . . . . . . . . S-STANDARD
21 5 . . . . . . . . . . . . . . . . S-STANDARD
22 6 . . . . . . . . . . . . . . . . S-STANDARD
23 7 . . . . . . . . . . . . . . . . S-STANDARD
24 8 . . . . . . . . . . . . . . . . S-STANDARD
25 2 . . . . . . . . . . . . . . . . B-BIKE
26 2 . . . . . . . . . . . . . . . . G-GREEN EXTENSION/DELAY 27 4 . . . . . . . . . . . . . . . . B-BIKE
28 4 . . . . . . . . . . . . . . . . G-GREEN EXTENSION/DELAY 29 6 . . . . . . . . . . . . . . . . B-BIKE
30 6 . . . . . . . . . . . . . . . . G-GREEN EXTENSION/DELAY 31 8 . . . . . . . . . . . . . . . . B-BIKE
32 8 . . . . . . . . . . . . . . . . G-GREEN EXTENSION/DELAY 33 0 . . . . . . . . . . . . . . . . S-STANDARD
34 0 . . . . . . . . . . . . . . . . S-STANDARD
35 0 . . . . . . . . . . . . . . . . S-STANDARD
36 0 . . . . . . . . . . . . . . . . S-STANDARD
37 0 . . . . . . . . . . . . . . . . S-STANDARD
38 0 . . . . . . . . . . . . . . . . S-STANDARD
39 0 . . . . . . . . . . . . . . . . S-STANDARD
40 0 . . . . . . . . . . . . . . . . S-STANDARD
41 0 . . . . . . . . . . . . . . . . S-STANDARD
42 0 . . . . . . . . . . . . . . . . S-STANDARD
43 0 . . . . . . . . . . . . . . . . S-STANDARD
44 0 . . . . . . . . . . . . . . . . S-STANDARD
45 0 . . . . . . . . . . . . . . . . S-STANDARD
46 0 . . . . . . . . . . . . . . . . S-STANDARD
47 0 . . . . . . . . . . . . . . . . S-STANDARD
48 0 . . . . . . . . . . . . . . . . S-STANDARD
49 0 . . . . . . . . . . . . . . . . S-STANDARD
50 0 . . . . . . . . . . . . . . . . S-STANDARD
51 0 . . . . . . . . . . . . . . . . S-STANDARD
52 0 . . . . . . . . . . . . . . . . S-STANDARD
53 0 . . . . . . . . . . . . . . . . S-STANDARD
54 0 . . . . . . . . . . . . . . . . S-STANDARD
55 0 . . . . . . . . . . . . . . . . S-STANDARD
56 0 . . . . . . . . . . . . . . . . S-STANDARD
57 0 . . . . . . . . . . . . . . . . S-STANDARD
58 0 . . . . . . . . . . . . . . . . S-STANDARD
59 0 . . . . . . . . . . . . . . . . S-STANDARD
60 0 . . . . . . . . . . . . . . . . S-STANDARD
61 0 . . . . . . . . . . . . . . . . S-STANDARD
62 0 . . . . . . . . . . . . . . . . S-STANDARD
63 0 . . . . . . . . . . . . . . . . S-STANDARD
64 0 . . . . . . . . . . . . . . . . S-STANDARD

VEH DETECTOR [ 1] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
1 1 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 2] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
2 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 3] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
3 3 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 4] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
4 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 5] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
5 5 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 6] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
6 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 7] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
7 7 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 8] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
8 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 9] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
9 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [10] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
10 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [11] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
11 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [12] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
12 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [13] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
13 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [14] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
14 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [15] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
15 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [16] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
16 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [17] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
17 1 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [18] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
18 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [19] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
19 3 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [20] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
20 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [21] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
21 5 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [22] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
22 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [23] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
23 7 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [24] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
24 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [25] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
25 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [26] VEH DET PLAN [ 1]
TYPE: G-GREEN EXTENSION/DELAY
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
26 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [27] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
27 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [28] VEH DET PLAN [ 1]
TYPE: G-GREEN EXTENSION/DELAY
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
28 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [29] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
29 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [30] VEH DET PLAN [ 1]
TYPE: G-GREEN EXTENSION/DELAY
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
30 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [31] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
31 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [32] VEH DET PLAN [ 1]
TYPE: G-GREEN EXTENSION/DELAY
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
32 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [33] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
33 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [34] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
34 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [35] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
35 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [36] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
36 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [37] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
37 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [38] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
38 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [39] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
39 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [40] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
40 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [41] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
41 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [42] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
42 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [43] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
43 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [44] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
44 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [45] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
45 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [46] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
46 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [47] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
47 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [48] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
48 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [49] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
49 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [50] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
50 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [51] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
51 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [52] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
52 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [53] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
53 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [54] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
54 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [55] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
55 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [56] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
56 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [57] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
57 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [58] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
58 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [59] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
59 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [60] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
60 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [61] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
61 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [62] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
62 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [63] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
63 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [64] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
64 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

PED DET PHASE ASSIGNMENT MODE: NTCIP

PHASE 1 2 3 4 5 6 7 8
DETECTOR 1 2 3 4 5 6 7 8

PHASE 9 10 11 12 13 14 15 16
DETECTOR 9 10 11 12 13 14 15 16

LOG - SPEED DETECTOR SETUP
NTCIP LOG. 0 ECPI LOG. TBAP LENGTH.INCH
SPEED DET 1 2 3 4 5 6 7 8
LOCAL DET....... 0 0 0 0 0 0 0 0
ONE/TWO DET..... 1 1 1 1 1 1 1 1
VEH LENGTH...... 0 0 0 0 0 0 0 0
TRAP LENGTH..... 0 0 0 0 0 0 0 0
ENABLE LOG...... . . . . . . . .

SPEED DET 9 10 11 12 13 14 15 16
LOCAL DET....... 0 0 0 0 0 0 0 0
ONE/TWO DET..... 1 1 1 1 1 1 1 1
VEH LENGTH...... 0 0 0 0 0 0 0 0
TRAP LENGTH..... 0 0 0 0 0 0 0 0
ENABLE LOG...... . . . . . . . .

VEH DET DIAG
VEH DIAG PLAN NUMBER[ 1] | FAILED |
DET COUNT|ACT|PRES| X'S|TIME|CL DELAY|
1 0 0 0 1 255 0
2 0 0 0 1 255 0
3 0 0 0 1 255 0
4 0 0 0 1 255 0
5 0 0 0 1 255 0
6 0 0 0 1 255 0
7 0 0 0 1 255 0
8 0 0 0 1 255 0
9 0 0 0 1 255 0
10 0 0 0 1 255 0
11 0 0 0 1 255 0
12 0 0 0 1 255 0
13 0 0 0 1 255 0
14 0 0 0 1 255 0
15 0 0 0 1 255 0
16 0 0 0 1 255 0
17 0 0 0 1 255 0
18 0 0 0 1 255 0
19 0 0 0 1 255 0
20 0 0 0 1 255 0
21 0 0 0 1 255 0
22 0 0 0 1 255 0
23 0 0 0 1 255 0
24 0 0 0 1 255 0
25 0 0 0 1 255 0
26 0 0 0 1 255 0
27 0 0 0 1 255 0
28 0 0 0 1 255 0
29 0 0 0 1 255 0
30 0 0 0 1 255 0
31 0 0 0 1 255 0
32 0 0 0 1 255 0
33 0 0 0 1 255 0
34 0 0 0 1 255 0
35 0 0 0 1 255 0
36 0 0 0 1 255 0
37 0 0 0 1 255 0
38 0 0 0 1 255 0
39 0 0 0 1 255 0
40 0 0 0 1 255 0
41 0 0 0 1 255 0
42 0 0 0 1 255 0
43 0 0 0 1 255 0
44 0 0 0 1 255 0
45 0 0 0 1 255 0
46 0 0 0 1 255 0
47 0 0 0 1 255 0
48 0 0 0 1 255 0
49 0 0 0 1 255 0
50 0 0 0 1 255 0
51 0 0 0 1 255 0
52 0 0 0 1 255 0
53 0 0 0 1 255 0
54 0 0 0 1 255 0
55 0 0 0 1 255 0
56 0 0 0 1 255 0
57 0 0 0 1 255 0
58 0 0 0 1 255 0
59 0 0 0 1 255 0
60 0 0 0 1 255 0
61 0 0 0 1 255 0
62 0 0 0 1 255 0
63 0 0 0 1 255 0
64 0 0 0 1 255 0

PED DETECTOR DIAG PLAN[1]

DET COUNTS ACT PRES MULTIPLIER
1 0 0 0 1
2 0 0 0 1
3 0 0 0 1
4 0 0 0 1
5 0 0 0 1
6 0 0 0 1
7 0 0 0 1
8 0 0 0 1
9 0 0 0 1
10 0 0 0 1
11 0 0 0 1
12 0 0 0 1
13 0 0 0 1
14 0 0 0 1
15 0 0 0 1
16 0 0 0 1

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*Broadway , Tildon *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

TSP/SCP PLAN
TSP/SCP PLAN 1 2 3 4 5 6

TSP/SCP ENA NO NO NO NO NO NO

SIGNAL TYPE S S S S S S
DET LOCK . . . . . .

DELAY TIME 0 0 0 0 0 0
MAX PRESENCE 0 0 0 0 0 0
PMT ENA RESERVICE . . . . . .

NO DELAY IN TSP . . . . . .

ACT SF INHIBIT 0 0 0 0 0 0
RESERVICE CYCLS 0 0 0 0 0 0

BUS HEADING NB SB EB WB
MODE..........TSP FREE DEFAULT PTN. 120
HEADWAY ALLOWANCE 0%

----- TSP/SCP PHASE -----
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
TSP/SCP1 . . . . . . . . . . . . . . . .

TSP/SCP2 . . . . . . . . . . . . . . . .

TSP/SCP3 . . . . . . . . . . . . . . . .

TSP/SCP4 . . . . . . . . . . . . . . . .

TSP/SCP5 . . . . . . . . . . . . . . . .

TSP/SCP6 . . . . . . . . . . . . . . . .

TSP/SCP SPLIT PATTERN [ 1]
IN EFFECT TMG PLAN [1] O SPL DM [0] O
PHASE 1 2 3 4 5 6 7 8
MAX RDTN 255 255 255 255 255 255 255 255
MIN GRN 0 0 0 0 0 0 0 0

PHASE 9 10 11 12 13 14 15 16
MAX RDTN 255 255 255 255 255 255 255 255
MIN GRN 0 0 0 0 0 0 0 0

p501-ASC/3-CONFIGURATOR-12.64.00 COBALT-1000 - , DB Version: 19, Old DB Version: 19

TRAFFIC SIGNAL CONTROLLER SUMMARY
Intersection Number Intersection Name
020 Fernside Boulevard & Tilden Way
Communications
Protocol
Interconnect Media
Comm. Port
IP Address
n/a
n/a
n/a
n/a
Comm. Type

10.70.10.51 1st Device & IP n/a
Hardware
Controller & Firmware
Battery Backup
Accessible/Audible Ped
EVP
Cobalt, 32.67.20
P44, TS2 Type 1
ZincBlue BBS (2‐batteries)
Cabinet Type
Railroad Preempt
Address (PG&E)
2700 Fernside Blvd
Photo Enforcement
Detection
Loops (specify phs.)
System Loops
Vid Detection Phases
n/a
n/a
Econolite Autoscope
1, 2, 4, 5, 6, 8
Video Detection
Phase Diagram
25 MPH
25 MPH
25 MPH
8P
6P
25 MPH
2P
60'
28'
45'
Intersection Schematic Layout
2nd Device & IP n/a
Notes
Revisions
Updated
By
July 21, 2021
M. Wages
FILENAME: 4_Fernside  Bl & Blanding Av & Tilden Wy.vsd

FRUITVALE
AVENUE

FERNSIDE

BOULEVARD
4 8
522
66 1

BLANDING
AVENUE
TILDEN
WAY
Φ5
Φ1
Φ5 Φ2
Φ6 Φ1
Φ2P Φ2
Φ6 Φ6P
Φ4 Φ8P
Φ8
Φ2P
Φ6P
****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

CONTROLLER SEQUENCE [ 1]
SEQUENCE COMMANDS . HW ALT SEQ ENA.YES
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16

BC-B - B B B - B - B - - - - - - - B
R1-| 1 2| .| .| 9 .|13 14| . . . . . . . .|
R2-| 5 6| 4| 8|11 12|15 16| . . . . . . . .|
R3-| . .| .| .| . .| . .| . . . . . . . .|
R4-| . .| .| .| . .| . .| . . . . . . . .|

R1-R4=RING 1-4, DATA ENTRY, PHASES 1-16
BC=BARRIER CONTROL, VALUES: B,C
B=BARRIER MODE
C=COMPATIBILITY MODE

SCREEN IS NOT AVAILABLE IN BARRIER MODE

ENABLE BACKUP PREVENT
TMG\BKUP 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
1 . . . . . . . . . . . . . . .
2 . . . . . . . . . . . . . . .
3 . . . . . . . . . . . . . . .
4 . . . . . . . . . . . . . . .
5 . . . . . . . . . . . . . . .
6 . . . . . . . . . . . . . . .
7 . . . . . . . . . . . . . . .
8 . . . . . . . . . . . . . . .
9 . . . . . . . . . . . . . . .
10 . . . . . . . . . . . . . . .
11 . . . . . . . . . . . . . . .
12 . . . . . . . . . . . . . . .
13 . . . . . . . . . . . . . . .
14 . . . . . . . . . . . . . . .
15 . . . . . . . . . . . . . . .
16 . . . . . . . . . . . . . . .

SIMULTANEOUS GAP PHASES
GAP\PH 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
1 . . . . . . . . . . . . . . .
2 . . . . . . . . . . . . . . .
3 . . . . . . . . . . . . . . .
4 . . . . . . . . . . . . . . .
5 . . . . . . . . . . . . . . .
6 . . . . . . . . . . . . . . .
7 . . . . . . . . . . . . . . .
8 . . . . . . . . . . . . . . .
9 . . . . . . . . . . . . . . .
10 . . . . . . . . . . . . . . .
11 . . . . . . . . . . . . . . .
12 . . . . . . . . . . . . . . .
13 . . . . . . . . . . . . . . .
14 . . . . . . . . . . . . . . .
15 . . . . . . . . . . . . . . .
16 . . . . . . . . . . . . . . .

DISABLE. . . . . . . . . . . . . . . . .

***********************************
*THIS CONTROLLER IS NOT CONFIGURED*
* FOR DIAMOND *
***********************************

***********************************
*THIS CONTROLLER IS NOT CONFIGURED*
* FOR DIAMOND *
***********************************

***********************************
*THIS CONTROLLER IS NOT CONFIGURED*
* FOR DIAMOND *
***********************************

PHASES IN USE / EXCLUSIVE PED
PHASE 1 2 3 4 5 6 7 8
IN USE....... X X . X X X . X
EXCLUSIVE PED . . . . . . . .

PHASE 9 10 11 12 13 14 15 16
IN USE....... . . . . . . . .

EXCLUSIVE PED . . . . . . . .

LD SWITCH ASSIGN

PHASE DIMMING ---FLASH---
/OVLP TYPE R Y G D PWR AUT TGR
1 1 V . . . + A R .
2 2 V . . . + A R X
3 0 . . . . + A R .
4 4 V . . . + A R X
5 5 V . . . - A R .
6 6 V . . . - A R X
7 0 . . . . - A R .
8 8 V . . . - A R X
9 2 P . . . + A . .
10 4 . . . . + A . .
11 6 P . . . - A . .
12 8 P . . . - A . .
13 1 O . . . + A R .
14 2 O . . . - A R X
15 3 O . . . + A R .
16 4 O . . . - A R X

SDLC PORT 1 CONFIG
BIU 1 2 3 4 5 6 7 8
TERM & FACILITY X X . . . . . .

DETECTOR RACK . X X . . . . .

---MMU ALWAYS ENABLED FOR TS2 TYPE 1----
ENABLE MMU EXTENDED STATUS.......... NO
ENABLE SDLC STOP TIME............... YES
ENABLE 3 CRITICAL RFEs LOCKUP....... YES
MMU TO CU SDLC EXTERNAL START... ENABLED

CAUTION

CHANGES TO MMU PROGRAMMING SCREEN MAY

RESULT IN IMMEDIATE CABINET FLASH

PRESS [ENTER] TO CONTINUE

COLOR CHECK ENABLE
ENABLE COLOR CHECK..X

MMU/LS 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
RED X X . X X X . X X . X X . . . .

YELLOW X X . X X X . X . . . . . . . .

GREEN X X . X X X . X X . X X . . . .

ETHERNET MAC 00:00:00:00:00:00
CONTROLLER IP........... 10. 70. 10. 51
SUBNET MASK............. 255.255.255. 0
DEFAULT GATEWAY IP...... 10. 70. 10. 1
SERVER IP .............. 10. 70. 10. 1
LINK SPEED/DUPLEX............. 10/HALF
DROP-OUT TIME..................... 300
ENET-2 IP (READ-ONLY).......172.30.30.30

COMM PORT 2
ENABLE......... NO PROTOCOL. NTCIP
BIT RATE..... 9600 ADDRESS....... 0
D/P/S........ 8/N/1 GROUP ADDRESS. 0
DUPLEX........ HALF DROP-OUT TIME. 10
FLOW CONTROL... NO SINGLE FLAGGED.. YES

NOT INSTALLED COMM MODULE- AUTO

CONTROLLER DOES NOT SUPPORT THIS PORT

NOT INSTALLED COMM MODULE- AUTO

CONTROLLER DOES NOT SUPPORT THIS PORT

NTCIP
BACKUP TIME....................... 0
ETHERNET UDP PORT................. 501
ETHERNET PRIORITY..................... 1

ECPIP
CONTROLLER ADDRESS................... 0
EXPANDED SYSTEM DETECTOR ADDRESS..... 0

SYSTEM DETECTOR ASSIGNMENT:

SYSTEM DET 1 2 3 4 5 6 7 8
LOCAL DET 0 0 0 0 0 0 0 0
SYSTEM DET 9 10 11 12 13 14 15 16
LOCAL DET 0 0 0 0 0 0 0 0

WIRELESS CONFIGURATION

WIRELESS CHANNEL NUMBER 1

WIRELESS ACCESS CODE 327423274

PEER TO PEER SETUP
LOCAL PORT.......... 503

PEER PORT IP ADDRESS TIMEOUT
1 503 0. 0. 0. 0 1
2 503 0. 0. 0. 0 1
3 503 0. 0. 0. 0 1
4 503 0. 0. 0. 0 1
5 503 0. 0. 0. 0 1
6 503 0. 0. 0. 0 1
7 503 0. 0. 0. 0 1
8 503 0. 0. 0. 0 1
9 503 0. 0. 0. 0 1
10 503 0. 0. 0. 0 1
11 503 0. 0. 0. 0 1
12 503 0. 0. 0. 0 1
13 503 0. 0. 0. 0 1
14 503 0. 0. 0. 0 1
15 503 0. 0. 0. 0 1

EVENT LOGGING
RFEs (MMU/TF).. YES 3 RFEs >24 H.... YES
MMU FL FAULTS.. YES LOCAL FLASH..... YES
RFEs (DET/TEST) YES DETECTOR ERRORS. YES
COORD ERRORS... YES CTR DOWNLOAD.... YES
PREEMPT........ YES TSP............. YES
POWER ON/OFF... YES LOW BATTERY..... YES
ACCESS......... YES DATA CHANGE..... YES
ONLINE/OFFLINE. YES
ALARM 1........ YES ALARM 2......... YES
ALARM 3........ YES ALARM 4......... YES
ALARM 5........ YES ALARM 6......... YES
ALARM 7........ YES ALARM 8......... YES
ALARM 9........ YES ALARM 10........ YES
ALARM 11....... YES ALARM 12........ YES
ALARM 13....... YES ALARM 14........ YES
ALARM 15....... YES ALARM 16........ YES

ADMINISTRATION

ENABLE CU/CABINET INTERLOCK CRC.... NO
CU/CABINET INTERLOCK CRC VALUE..... 0000
CU/CABINET INTERLOCK HW VALUE...... 0000

REQUEST DOWNLOAD CONTROLLER DATA... NO
CONTROLLER DATABASE CRC ........... 4EC7
AUTOMATIC BACKUP TO DATAKEY/SD CARD. YES

DISPLAY OPTIONS COBALT-1000

KEY CLICK ENABLE.................... YES

SWITCH TO GRAPHICS MODE............ YES

LED MODE........................... AUTO

MAIN STATUS DISPLAY MODE........ADVANCED

TRANS MODE POP-UP DISABLE............ NO

SECURITY ACCESS -SELECT NAME-
01 --------------- 02 ---------------
03 --------------- 04 ---------------
05 --------------- 06 ---------------
07 --------------- 08 ---------------
09 --------------- 10 ---------------
11 --------------- 12 ---------------
13 --------------- 14 ---------------
15 --------------- 16 ---------------
17 --------------- 18 ---------------
19 --------------- 20 ---------------
21 --------------- 22 ---------------
23 --------------- 24 ---------------
25 --------------- 26 ---------------
27 --------------- 28 ---------------
29 --------------- 30 ---------------
31 --------------- 32 ---------------
33 --------------- 34 ---------------
35 --------------- 36 ---------------
37 --------------- 38 ---------------
39 --------------- 40 ---------------
41 --------------- 42 ---------------
43 --------------- 44 ---------------
45 --------------- 46 ---------------
47 --------------- 48 ---------------
49 --------------- 50 ---------------

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

TIMING PLAN [ 1] PHASE DATA
PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 MIN GRN 7 6 0 7 7 5 0 7 5 5 5 5 5 5 5 5 BK MGRN 9 11 0 11 9 11 0 11 0 0 0 0 0 0 0 0 CS MGRN 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 DLY GRN 0 5 0 0 0 5 0 5 0 0 0 0 0 0 0 0 WALK 0 8 0 0 0 8 0 8 0 10 0 10 0 10 0 10 WALK2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WLK MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CLR 0 16 0 0 0 16 0 16 0 16 0 16 0 16 0 16 PD CLR2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PC MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VEH EXT 2.5 3.8 0.0 3.0 3.0 3.8 0.0 3.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 VH EXT2 2.5 4.1 0.0 3.9 2.9 4.1 0.0 3.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX1 25 46 0 19 10 46 0 23 35 35 35 35 35 35 35 35 MAX2 19 36 0 23 21 36 0 21 40 40 40 40 40 40 40 40 MAX3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM STP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 YELLOW 3.0 3.6 0.0 3.6 3.0 3.6 0.0 3.6 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLR 1.0 1.0 0.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 RED MAX 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RED RVT 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ACT B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEC/ACT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX INT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TIME B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CARS WT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDUC 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTREDUC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MIN GAP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

TIMING PLAN [ 2] PHASE DATA
PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 MIN GRN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BK MGRN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS MGRN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DLY GRN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WALK 0 10 0 10 0 10 0 10 0 10 0 10 0 10 0 10 WALK2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WLK MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CLR 0 16 0 16 0 16 0 16 0 16 0 16 0 16 0 16 PD CLR2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PC MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PED CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VEH EXT 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 VH EXT2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX1 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 MAX2 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 MAX3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM MAX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM STP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 YELLOW 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 RED MAX 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RED RVT 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ACT B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEC/ACT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX INT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TIME B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CARS WT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDUC 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTREDUC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MIN GAP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

TMG VEH OVLP...[A] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[B] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[C] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[D] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[E] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[F] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[G] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[H] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[I] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[J] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[K] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[L] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[M] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[N] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[O] TYPE:OTHER/ECONOLITE

TMG VEH OVLP...[P] TYPE:OTHER/ECONOLITE

VEH/PED OVERLAPS
INCLUDED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
VEH OL A . . . . . . . . . . . . . . . .

VEH OL B . . . . . . . . . . . . . . . .

VEH OL C . . . . . . . . . . . . . . . .

VEH OL D . . . . . . . . . . . . . . . .

VEH OL E . . . . . . . . . . . . . . . .

VEH OL F . . . . . . . . . . . . . . . .

VEH OL G . . . . . . . . . . . . . . . .

VEH OL H . . . . . . . . . . . . . . . .

VEH OL I . . . . . . . . . . . . . . . .

VEH OL J . . . . . . . . . . . . . . . .

VEH OL K . . . . . . . . . . . . . . . .

VEH OL L . . . . . . . . . . . . . . . .

VEH OL M . . . . . . . . . . . . . . . .

VEH OL N . . . . . . . . . . . . . . . .

VEH OL O . . . . . . . . . . . . . . . .

VEH OL P . . . . . . . . . . . . . . . .

PD OL 01 . . . . . . . . . . . . . . . .

PD OL 02 . . . . . . . . . . . . . . . .

PD OL 03 . . . . . . . . . . . . . . . .

PD OL 04 . . . . . . . . . . . . . . . .

PD OL 05 . . . . . . . . . . . . . . . .

PD OL 06 . . . . . . . . . . . . . . . .

PD OL 07 . . . . . . . . . . . . . . . .

PD OL 08 . . . . . . . . . . . . . . . .

PD OL 09 . . . . . . . . . . . . . . . .

PD OL 10 . . . . . . . . . . . . . . . .

PD OL 11 . . . . . . . . . . . . . . . .

PD OL 12 . . . . . . . . . . . . . . . .

PD OL 13 . . . . . . . . . . . . . . . .

PD OL 14 . . . . . . . . . . . . . . . .

PD OL 15 . . . . . . . . . . . . . . . .

PD OL 16 . . . . . . . . . . . . . . . .

GUARANTEED MINIMUM TIME DATA
PHASE A01 B02 C03 D04 E05 F06 G07 H08
MIN GRN 5 5 0 5 5 5 0 5
WALK 0 0 0 0 0 0 0 0
PED CLR 7 7 0 7 7 7 0 7
YELLOW 3.0 3.0 0.0 3.0 3.0 3.0 0.0 3.0
RED CLR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
OVL GRN 0 0 0 0 0 0 0 0
PHASE I09 J10 K11 L12 M13 N14 O15 P16
MIN GRN 5 5 5 5 5 5 5 5
WALK 0 0 0 0 0 0 0 0
PED CLR 7 7 7 7 7 7 7 7
YELLOW 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
RED CLR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
OVL GRN 5 5 5 5 5 5 5 5

START/FLASH DATA
------START UP--------------------------
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PHASE R . . . R . . . . . . . . . . .

A B C D E F G H I J K L M N O P
OVERLAP . . . . . . . . . . . . . . . .

FLASH>MON.YES FL TIME.. 10 ALL RED... 4
PWR START SEQ.. 1 MUTCD-> NO
------AUTOMATIC FLASH------------------------
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
ENTRY X . . . X . . . . . . . . . . .

EXIT X . . . X . . . . . . . . . . .

OVERLAP A B C D E F G H I J K L M N O P
EXIT . . . . . . . . . . . . . . . .

FLASH>MON. NO EXIT FL. W MIN FLASH. 8
MINIMUM RECALL. NO CYCLE THRU PHASE. NO

CONTROLLER OPTIONS
PED CLEAR PROTECT . UNIT RED REVERT 2.0
MUTCD 3 SECONDS DONT WALK .......... NO
PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
FLASHING GRN PH. . . . . . . . . . . . . . . . .

GUAR PASSAGE.... . . . . . . . . . . . . . . . .

NON-ACT I....... . . . . . . . . . . . . . . . .

NON-ACT II...... . X . . . X . . . . . . . . . .

DUAL ENTRY...... X . . . X . . . . . . . . . . .

COND SERVICE.... . . . . . . . . . . . . . . . .

COND RESERVICE.. . . . . . . . . . . . . . . . .

PED RESERVICE... . . . . . . . . . . . . . . . .

REST IN WALK.... . . . . . . . . . . . . . . . .

FLASHING WALK... . . . . . . . . . . . . . . . .

PED CLR>YELLOW.. . . . . . . . . . . . . . . . .

PED CLR>RED..... . . . . . . . . . . . . . . . .

IGRN + VEH EXT.. . . . . . . . . . . . . . . . .

PRE-TIMED MODE

ENABLE PRE-TIMED MODE............... NO
FREE INPUT DISABLES PRE-TIMED........ NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PRETIMED . . . . . . . . . . . . . . . .

PHASE RECALL OPTIONS
TIMING PLAN NUMBER [ 1]
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
LOCK DET . X . . . X . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

SF RCALL . X . . . X . . . . . . . . . .

NO REST . . . . . . . . . . . . . . . .

AI CALC . . . . . . . . . . . . . . . .

PHASE RECALL OPTIONS
TIMING PLAN NUMBER [ 2]
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

LOCK DET X X X X X X X X X X X X X X X X
VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

SF RCALL . . . . . . . . . . . . . . . .

NO REST . . . . . . . . . . . . . . . .

AI CALC . . . . . . . . . . . . . . . .

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

COORD OPTIONS
MANUAL PATTERN. AUTO ECPI COORD..... YES
SYSTEM SOURCE.. TBC SYSTEM FORMAT.. STD
SPLITS IN....SECONDS OFFSET IN...SECONDS
TRANSITION.. SMOOTH MAX SELECT.. MAXINH
DWELL/ADD TIME.. 0 ENABLE MAN SYNC. NO
DLY COORD WK-LZ. NO FORCE OFF... FLOAT
OFFSET REF.... LEAD CAL USE PED TM. YES
PED RECALL...... NO PED RESERVE.... NO
LOCAL ZERO OVRD. NO FO ADD INI GRN. NO
RE-SYNC COUNT... 0 MULTISYNC...... NO

COORDINATOR PATTERN [ 1]
USE SPLIT PATTERN. 1 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 0-1
CYCLE.......... 0s STD (COS)......111
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 1] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 1] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 2]
USE SPLIT PATTERN. 2 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 0-2
CYCLE.......... 0s STD (COS)......121
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 2] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 2] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 3]
USE SPLIT PATTERN. 3 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 0-3
CYCLE.......... 0s STD (COS)......131
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 3] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 3] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 4]
USE SPLIT PATTERN. 4 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 1-1
CYCLE.......... 0s STD (COS)......141
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 4] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 4] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 5]
USE SPLIT PATTERN. 5 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 1-2
CYCLE.......... 0s STD (COS)......151
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 5] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 5] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 6]
USE SPLIT PATTERN. 6 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 1-3
CYCLE.......... 0s STD (COS)......112
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 6] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 6] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 7]
USE SPLIT PATTERN. 7 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 2-1
CYCLE.......... 0s STD (COS)......122
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 7] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 7] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

COORDINATOR PATTERN [ 8]
USE SPLIT PATTERN. 8 SPLIT SUM ..... 0s
TS2 (PAT-OFF).. 2-2
CYCLE.......... 0s STD (COS)......132
OFFSET VAL..... 0s DWELL/ADD TIME. 0
ACTUATED COORD... NO TIMING PLAN.... 0
ACT WALK REST.... NO SEQUENCE........ 0
PHASE RESRVCE.... NO ACTION PLAN.... 0
MAX SELECT..... NONE FORCE OFF.... NONE

SPLIT PREFERENCE PHASES
PHASE[s] 1 2 3 4 5 6 7 8
SPT[ 8] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0
SPLT EXT...0s. 0s 0s 0s
VEH PERM. 0s 0s 0s DISP
RING DISP - 0s 0s 0s (RING 2-4)
PHASE[s] 9 10 11 12 13 14 15 16
SPT[ 8] 0 0 0 0 0 0 0 0
PREF 1... 0 0 0 0 0 0 0 0
PREF 2... 0 0 0 0 0 0 0 0

SPLIT DEMAND PTRN. 0 0 XART PTRN. 0
PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X
SF OUT.. . . . . . . . . (1-8)

SPLIT PATTERN [ 1]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 2]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 3]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 4]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 5]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 6]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 7]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

SPLIT PATTERN [ 8]
SPLIT SUM ..... 0s
PHASE[s] 1 2 3 4 5 6 7 8
SPLIT 0 0 0 0 0 0 0 0

PHASE[s] 9 10 11 12 13 14 15 16
SPLIT 0 0 0 0 0 0 0 0

PHASE.. 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
COORD... . . . . . . . . . . . . . . . .

VE RCALL . . . . . . . . . . . . . . . .

PD RCALL . . . . . . . . . . . . . . . .

MX RCALL . . . . . . . . . . . . . . . .

OMIT.... . . . . . . . . X X X X X X X X

AUTO PERM MINIMUM GREEN (SECONDS)

PHASE 1 2 3 4 5 6 7 8
MIN GRN. 0 0 0 0 0 0 0 0

PHASE 9 10 11 12 13 14 15 16
MIN GRN. 0 0 0 0 0 0 0 0

SPLIT DEMAND
PHASES 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
DEMAND 1 . . . . . . . . . . . . . . . .

DEMAND 2 . . . . . . . . . . . . . . . .

DEMAND 1 2
DETECTOR......... 0 0
CALL TIME (SEC).. 0 0
CYCLE COUNT...... 0 0

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

PREEMPT PLAN [ 1] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR RED|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 2] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 3] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 4] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 5] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

PREEMPT PLAN [ 6] ENABLE.... NO
VEH/PED 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6

OVERLAP A B C D E F G H I J K L M N O P
TRKCLR V . . . . . . . . . . . . . . . .

TRKCLR O . . . . . . . . . . . . . . . .

ENA TRL X X X X X X X X X X X X X X X X
DWEL VEH . . . . . . . . . . . . . . . .

DWEL PED . . . . . . . . . . . . . . . .

DWEL OLP . . . . . . . . . . . . . . . .

CYC VEH . . . . . . . . . . . . . . . .

CYC PED . . . . . . . . . . . . . . . .

CYC OLP . . . . . . . . . . . . . . . .

EXIT PH . . . . . . . . . . . . . . . .

EXIT CAL . . . . . . . . . . . . . . . .

SP FUNC . . . . . . . .

ENABLE... NO|PMT OVRIDE.X|INTERLOCK. NO
DET LOCK.. X|DELAY.. 0|INHIBIT... 0
OVERIDE FL. X|DURATION 0|CLR>GRN... NO
TERM OLP. NO|PC>YEL NO|TERM PH NO
PED DARK.. NO|TC RESRV NO|DWELL FL OFF
LINK PMT....0|X FLCOLR GRN|EXIT OPT. OFF
X TMG PLN...0|RE-SERV.. 0|FLT TYPE.HARD
FREE DUR PMT|R1 NO|R2 NO|R3 NO|R4 NO
--TIMING-----WALK|PED CL|MN GR| YEL| RED
ENTRANCE TM. 0| 255| 5| 4.0| 1.0
-----------MIN GR|EXT GR|MX GR| YEL| RED
TRACK CLEAR 0| 0| 0| 4.0| 1.0
-----------MIN DL|PMTEXT|MX TM| YEL| RED
DWL/CYC-EXIT 0| 0.0| 0| 4.0| 1.0
PMT ACTIVE OUT.. ON PMT ACT DWELL... NO
OTHER - PRI PMT.OFF NON-PRI PMT.....OFF
INH EXT TIME....0.0 PED PR RETURN...OFF
PRIORITY RETURN.OFF QUEUE DELAY.... OFF
COND DELAY......OFF
PHASES 1 2 3 4 5 6 7 8
PR RTN% 0 0 0 0 0 0 0 0
PHASES 9 10 11 12 13 14 15 16
PR RTN% 0 0 0 0 0 0 0 0

ENABLE PREEMPT FILTERING & TSP/SCP

FILTERED SOLID PULSING
INPUT 1 ...BYPASSED.. ...BYPASSED..
2 ...BYPASSED.. ...BYPASSED..
3 ..PREEMPT 3. ..PREEMPT 7.
4 ..PREEMPT 4. ..PREEMPT 8.
5 ..PREEMPT 5. ..PREEMPT 9.
6 ..PREEMPT 6. ..PREEMPT 10.
7 ...BYPASSED.. ...BYPASSED..
8 ...BYPASSED.. ...BYPASSED..
9 ...BYPASSED.. ...BYPASSED..
10 ...BYPASSED.. ...BYPASSED..

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

CLOCK/CALENDAR DATA
00/00/0000 WED 00:00:00
ENA ACTION PLAN. 0
SYNC REF TIME.00:00 SYNC REF.. REF TIME
TIME FROM GMT...+00 DAY LIGHT SAVE.USDLS
TIME RESET INPUT SET TIME...... 03:30:00

ACTION PLAN...[ 1]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 2]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 3]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 4]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 5]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 6]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 7]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

ACTION PLAN...[ 8]
PATTERN.........AUTO SYS OVERRIDE.... NO
TIMING PLAN....... 0 SEQUENCE........ 0
VEH DETECTOR PLAN. 0 DET LOG........NONE
FLASH........... -- RED REST........ NO
VEH DET DIAG PLN.. 0 PED DET DIAG PLN..0
DIMMING ENABLE.. NO PRIORITY RETURN. NO
PED PR RETURN.... NO QUEUE DELAY..... NO
PMT COND DELAY... NO
PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
PED RCL . . . . . . . . . . . . . . . .

WALK 2 . . . . . . . . . . . . . . . .

VEX 2 . . . . . . . . . . . . . . . .

VEH RCL . . . . . . . . . . . . . . . .

MAX RCL . . . . . . . . . . . . . . . .

MAX 2 . . . . . . . . . . . . . . . .

PHASE 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
MAX 3 . . . . . . . . . . . . . . . .

CS INH . . . . . . . . . . . . . . . .

OMIT . . . . . . . . . . . . . . . .

SPC FCT . . . . . . . . (1-8)
AUX FCT . . . (1-3)
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5
LP 1-15 . . . . . . . . . . . . . . .

LP 16-30 . . . . . . . . . . . . . . .

LP 31-45 . . . . . . . . . . . . . . .

LP 46-60 . . . . . . . . . . . . . . .

LP 61-75 . . . . . . . . . . . . . . .

LP 76-90 . . . . . . . . . . . . . . .

LP91-100 . . . . . . . . . .
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5

DAY PLAN [ 1] DAY PLAN IN EFFECT [ 0]

EVENT ACTION PLAN START TIME
1 0 00:00
2 0 00:00
3 0 00:00
4 0 00:00
5 0 00:00
6 0 00:00
7 0 00:00
8 0 00:00
9 0 00:00
10 0 00:00
11 0 00:00
12 0 00:00
13 0 00:00
14 0 00:00
15 0 00:00
16 0 00:00
17 0 00:00
18 0 00:00
19 0 00:00
20 0 00:00
21 0 00:00
22 0 00:00
23 0 00:00
24 0 00:00
25 0 00:00
26 0 00:00
27 0 00:00
28 0 00:00
29 0 00:00
30 0 00:00
31 0 00:00
32 0 00:00
33 0 00:00
34 0 00:00
35 0 00:00
36 0 00:00
37 0 00:00
38 0 00:00
39 0 00:00
40 0 00:00
41 0 00:00
42 0 00:00
43 0 00:00
44 0 00:00
45 0 00:00
46 0 00:00
47 0 00:00
48 0 00:00
49 0 00:00
50 0 00:00

DAY PLAN [ 2] DAY PLAN IN EFFECT [ 0]

EVENT ACTION PLAN START TIME
1 0 00:00
2 0 00:00
3 0 00:00
4 0 00:00
5 0 00:00
6 0 00:00
7 0 00:00
8 0 00:00
9 0 00:00
10 0 00:00
11 0 00:00
12 0 00:00
13 0 00:00
14 0 00:00
15 0 00:00
16 0 00:00
17 0 00:00
18 0 00:00
19 0 00:00
20 0 00:00
21 0 00:00
22 0 00:00
23 0 00:00
24 0 00:00
25 0 00:00
26 0 00:00
27 0 00:00
28 0 00:00
29 0 00:00
30 0 00:00
31 0 00:00
32 0 00:00
33 0 00:00
34 0 00:00
35 0 00:00
36 0 00:00
37 0 00:00
38 0 00:00
39 0 00:00
40 0 00:00
41 0 00:00
42 0 00:00
43 0 00:00
44 0 00:00
45 0 00:00
46 0 00:00
47 0 00:00
48 0 00:00
49 0 00:00
50 0 00:00

DAY PLAN [ 3] DAY PLAN IN EFFECT [ 0]

EVENT ACTION PLAN START TIME
1 0 00:00
2 0 00:00
3 0 00:00
4 0 00:00
5 0 00:00
6 0 00:00
7 0 00:00
8 0 00:00
9 0 00:00
10 0 00:00
11 0 00:00
12 0 00:00
13 0 00:00
14 0 00:00
15 0 00:00
16 0 00:00
17 0 00:00
18 0 00:00
19 0 00:00
20 0 00:00
21 0 00:00
22 0 00:00
23 0 00:00
24 0 00:00
25 0 00:00
26 0 00:00
27 0 00:00
28 0 00:00
29 0 00:00
30 0 00:00
31 0 00:00
32 0 00:00
33 0 00:00
34 0 00:00
35 0 00:00
36 0 00:00
37 0 00:00
38 0 00:00
39 0 00:00
40 0 00:00
41 0 00:00
42 0 00:00
43 0 00:00
44 0 00:00
45 0 00:00
46 0 00:00
47 0 00:00
48 0 00:00
49 0 00:00
50 0 00:00

SCHEDULE NUMBER [ 1]
DAY PLAN NO ..... 0 CLEAR ALL FIELDS.. .

SELECT ALL MONTHS.. . DOW.. . DOM.. .

MONTH J F M A M J J A S O N D
. . . . . . . . . . . .

DAY (DOW): SUN MON TUE WED THU FRI SAT
. . . . . . .

DAY(DOM):1 2 3 4 5 6 7 8 9 10 11
. . . . . . . . . . .
12 13 14 15 16 17 18 19 20 21 22
. . . . . . . . . . .
23 24 25 26 27 28 29 30 31
. . . . . . . . .

SCHEDULE NUMBER [ 2]
DAY PLAN NO ..... 0 CLEAR ALL FIELDS.. .

SELECT ALL MONTHS.. . DOW.. . DOM.. .

MONTH J F M A M J J A S O N D
. . . . . . . . . . . .

DAY (DOW): SUN MON TUE WED THU FRI SAT
. . . . . . .

DAY(DOM):1 2 3 4 5 6 7 8 9 10 11
. . . . . . . . . . .
12 13 14 15 16 17 18 19 20 21 22
. . . . . . . . . . .
23 24 25 26 27 28 29 30 31
. . . . . . . . .

SCHEDULE NUMBER [ 3]
DAY PLAN NO ..... 0 CLEAR ALL FIELDS.. .

SELECT ALL MONTHS.. . DOW.. . DOM.. .

MONTH J F M A M J J A S O N D
. . . . . . . . . . . .

DAY (DOW): SUN MON TUE WED THU FRI SAT
. . . . . . .

DAY(DOM):1 2 3 4 5 6 7 8 9 10 11
. . . . . . . . . . .
12 13 14 15 16 17 18 19 20 21 22
. . . . . . . . . . .
23 24 25 26 27 28 29 30 31
. . . . . . . . .

EXCEPTION DAY PROGRAM

EXCEPTION FLOAT/ MON/ DOW/ WOM/ DAY

DAY FIXED MON DOM YEAR PLAN
1 FLOAT 0 0 0 0
2 FLOAT 0 0 0 0
3 FLOAT 0 0 0 0
4 FLOAT 0 0 0 0
5 FLOAT 0 0 0 0
6 FLOAT 0 0 0 0
7 FLOAT 0 0 0 0
8 FLOAT 0 0 0 0
9 FLOAT 0 0 0 0
10 FLOAT 0 0 0 0
11 FLOAT 0 0 0 0
12 FLOAT 0 0 0 0
13 FLOAT 0 0 0 0
14 FLOAT 0 0 0 0
15 FLOAT 0 0 0 0
16 FLOAT 0 0 0 0
17 FLOAT 0 0 0 0
18 FLOAT 0 0 0 0
19 FLOAT 0 0 0 0
20 FLOAT 0 0 0 0
21 FLOAT 0 0 0 0
22 FLOAT 0 0 0 0
23 FLOAT 0 0 0 0
24 FLOAT 0 0 0 0
25 FLOAT 0 0 0 0
26 FLOAT 0 0 0 0
27 FLOAT 0 0 0 0
28 FLOAT 0 0 0 0
29 FLOAT 0 0 0 0
30 FLOAT 0 0 0 0
31 FLOAT 0 0 0 0
32 FLOAT 0 0 0 0
33 FLOAT 0 0 0 0
34 FLOAT 0 0 0 0
35 FLOAT 0 0 0 0
36 FLOAT 0 0 0 0
37 FLOAT 0 0 0 0
38 FLOAT 0 0 0 0
39 FLOAT 0 0 0 0
40 FLOAT 0 0 0 0
41 FLOAT 0 0 0 0
42 FLOAT 0 0 0 0
43 FLOAT 0 0 0 0
44 FLOAT 0 0 0 0
45 FLOAT 0 0 0 0
46 FLOAT 0 0 0 0
47 FLOAT 0 0 0 0
48 FLOAT 0 0 0 0
49 FLOAT 0 0 0 0
50 FLOAT 0 0 0 0
51 FLOAT 0 0 0 0
52 FLOAT 0 0 0 0
53 FLOAT 0 0 0 0
54 FLOAT 0 0 0 0
55 FLOAT 0 0 0 0
56 FLOAT 0 0 0 0
57 FLOAT 0 0 0 0
58 FLOAT 0 0 0 0
59 FLOAT 0 0 0 0
60 FLOAT 0 0 0 0
61 FLOAT 0 0 0 0
62 FLOAT 0 0 0 0
63 FLOAT 0 0 0 0
64 FLOAT 0 0 0 0
65 FLOAT 0 0 0 0
66 FLOAT 0 0 0 0
67 FLOAT 0 0 0 0
68 FLOAT 0 0 0 0
69 FLOAT 0 0 0 0
70 FLOAT 0 0 0 0
71 FLOAT 0 0 0 0
72 FLOAT 0 0 0 0
73 FLOAT 0 0 0 0
74 FLOAT 0 0 0 0
75 FLOAT 0 0 0 0
76 FLOAT 0 0 0 0
77 FLOAT 0 0 0 0
78 FLOAT 0 0 0 0
79 FLOAT 0 0 0 0
80 FLOAT 0 0 0 0
81 FLOAT 0 0 0 0
82 FLOAT 0 0 0 0
83 FLOAT 0 0 0 0
84 FLOAT 0 0 0 0
85 FLOAT 0 0 0 0
86 FLOAT 0 0 0 0
87 FLOAT 0 0 0 0
88 FLOAT 0 0 0 0
89 FLOAT 0 0 0 0
90 FLOAT 0 0 0 0

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

VEH DET PH ASSIGN VEH DET PLAN [ 1]
[ ADDITIONAL PHASE CALLS ]
DET PH 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 T-TYPE
1 0 . . . . . . . . . . . . . . . . S-STANDARD
2 0 . . . . . . . . . . . . . . . . S-STANDARD
3 0 . . . . . . . . . . . . . . . . S-STANDARD
4 0 . . . . . . . . . . . . . . . . S-STANDARD
5 0 . . . . . . . . . . . . . . . . S-STANDARD
6 0 . . . . . . . . . . . . . . . . S-STANDARD
7 0 . . . . . . . . . . . . . . . . S-STANDARD
8 0 . . . . . . . . . . . . . . . . S-STANDARD
9 0 . . . . . . . . . . . . . . . . S-STANDARD
10 0 . . . . . . . . . . . . . . . . S-STANDARD
11 0 . . . . . . . . . . . . . . . . S-STANDARD
12 0 . . . . . . . . . . . . . . . . S-STANDARD
13 0 . . . . . . . . . . . . . . . . S-STANDARD
14 0 . . . . . . . . . . . . . . . . S-STANDARD
15 0 . . . . . . . . . . . . . . . . S-STANDARD
16 0 . . . . . . . . . . . . . . . . S-STANDARD
17 1 . . . . . . . . . . . . . . . . N-NTCIP
18 2 . . . . . . . . . . . . . . . . N-NTCIP
19 0 . . . . . . . . . . . . . . . . S-STANDARD
20 4 . . . . . . . . . . . . . . . . S-STANDARD
21 5 . . . . . . . . . . . . . . . . N-NTCIP
22 6 . . . . . . . . . . . . . . . . N-NTCIP
23 0 . . . . . . . . . . . . . . . . S-STANDARD
24 8 . . . . . . . . . . . . . . . . N-NTCIP
25 1 . . . . . . . . . . . . . . . . S-STANDARD
26 2 . . . . . . . . . . . . . . . . S-STANDARD
27 0 . . . . . . . . . . . . . . . . S-STANDARD
28 4 . . . . . . . . . . . . . . . . G-GREEN EXTENSION/DELAY 29 4 . . . . . . . . . . . . . . . . G-GREEN EXTENSION/DELAY 30 6 . . . . . . . . . . . . . . . . N-NTCIP
31 0 . . . . . . . . . . . . . . . . S-STANDARD
32 8 . . . . . . . . . . . . . . . . G-GREEN EXTENSION/DELAY 33 1 . . . . . . . . . . . . . . . . B-BIKE
34 2 . . . . . . . . . . . . . . . . B-BIKE
35 0 . . . . . . . . . . . . . . . . S-STANDARD
36 4 . . . . . . . . . . . . . . . . B-BIKE
37 5 . . . . . . . . . . . . . . . . B-BIKE
38 6 . . . . . . . . . . . . . . . . B-BIKE
39 0 . . . . . . . . . . . . . . . . S-STANDARD
40 8 . . . . . . . . . . . . . . . . B-BIKE
41 0 . . . . . . . . . . . . . . . . S-STANDARD
42 0 . . . . . . . . . . . . . . . . S-STANDARD
43 0 . . . . . . . . . . . . . . . . S-STANDARD
44 0 . . . . . . . . . . . . . . . . S-STANDARD
45 0 . . . . . . . . . . . . . . . . S-STANDARD
46 0 . . . . . . . . . . . . . . . . S-STANDARD
47 0 . . . . . . . . . . . . . . . . S-STANDARD
48 0 . . . . . . . . . . . . . . . . S-STANDARD
49 0 . . . . . . . . . . . . . . . . S-STANDARD
50 0 . . . . . . . . . . . . . . . . S-STANDARD
51 0 . . . . . . . . . . . . . . . . S-STANDARD
52 0 . . . . . . . . . . . . . . . . S-STANDARD
53 0 . . . . . . . . . . . . . . . . S-STANDARD
54 0 . . . . . . . . . . . . . . . . S-STANDARD
55 0 . . . . . . . . . . . . . . . . S-STANDARD
56 0 . . . . . . . . . . . . . . . . S-STANDARD
57 0 . . . . . . . . . . . . . . . . S-STANDARD
58 0 . . . . . . . . . . . . . . . . S-STANDARD
59 0 . . . . . . . . . . . . . . . . S-STANDARD
60 0 . . . . . . . . . . . . . . . . S-STANDARD
61 0 . . . . . . . . . . . . . . . . S-STANDARD
62 0 . . . . . . . . . . . . . . . . S-STANDARD
63 0 . . . . . . . . . . . . . . . . S-STANDARD
64 0 . . . . . . . . . . . . . . . . S-STANDARD

VEH DETECTOR [ 1] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
1 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 2] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
2 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 3] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
3 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 4] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
4 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 5] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
5 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 6] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
6 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 7] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
7 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 8] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
8 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [ 9] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
9 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [10] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
10 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [11] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
11 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [12] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
12 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [13] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
13 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [14] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
14 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [15] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
15 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [16] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
16 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [17] VEH DET PLAN [ 1]
TYPE: N-NTCIP
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
17 1 . . . . . . . . . . . . . . . .

EXTEND TIME... 3.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [18] VEH DET PLAN [ 1]
TYPE: N-NTCIP
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
18 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 1.8 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [19] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
19 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [20] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
20 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 1.6 DELAY TIME... 0.0
USE ADDED INITIAL X CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [21] VEH DET PLAN [ 1]
TYPE: N-NTCIP
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
21 5 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.6
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [22] VEH DET PLAN [ 1]
TYPE: N-NTCIP
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
22 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL X CROSS SWITCH PH.. 0
LOCK IN........ RED NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [23] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
23 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [24] VEH DET PLAN [ 1]
TYPE: N-NTCIP
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
24 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [25] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
25 1 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [26] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
26 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [27] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
27 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [28] VEH DET PLAN [ 1]
TYPE: G-GREEN EXTENSION/DELAY
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
28 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 2.5 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [29] VEH DET PLAN [ 1]
TYPE: G-GREEN EXTENSION/DELAY
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
29 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 1.2 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [30] VEH DET PLAN [ 1]
TYPE: N-NTCIP
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
30 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [31] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
31 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [32] VEH DET PLAN [ 1]
TYPE: G-GREEN EXTENSION/DELAY
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
32 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 4.5 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [33] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
33 1 . . . . . . . . . . . . . . . .

EXTEND TIME... 1.5 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN..... YELLOW NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [34] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
34 2 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN..... YELLOW NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [35] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
35 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [36] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
36 4 . . . . . . . . . . . . . . . .

EXTEND TIME... 1.5 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN..... YELLOW NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [37] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
37 5 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN..... YELLOW NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [38] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
38 6 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN..... YELLOW NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [39] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
39 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [40] VEH DET PLAN [ 1]
TYPE: B-BIKE
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
40 8 . . . . . . . . . . . . . . . .

EXTEND TIME... 1.5 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN..... YELLOW NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [41] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
41 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [42] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
42 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [43] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
43 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [44] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
44 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [45] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
45 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [46] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
46 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [47] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
47 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [48] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
48 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [49] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
49 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [50] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
50 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [51] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
51 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [52] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
52 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [53] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
53 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [54] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
54 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [55] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
55 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [56] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
56 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [57] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
57 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [58] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
58 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [59] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
59 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [60] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
60 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [61] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
61 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [62] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
62 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [63] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
63 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

VEH DETECTOR [64] VEH DET PLAN [ 1]
TYPE: S-STANDARD
TS2 DETECTOR..... X ECPI LOG....... NO
DET PH - 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
64 0 . . . . . . . . . . . . . . . .

EXTEND TIME... 0.0 DELAY TIME... 0.0
USE ADDED INITIAL . CROSS SWITCH PH.. 0
LOCK IN....... NONE NTCIP VOL . OR OCC .

PMT QUEUE DELAY- NO

PED DET PHASE ASSIGNMENT MODE: NTCIP

PHASE 1 2 3 4 5 6 7 8
DETECTOR 1 2 3 4 5 6 7 8

PHASE 9 10 11 12 13 14 15 16
DETECTOR 9 10 11 12 13 14 15 16

LOG - SPEED DETECTOR SETUP
NTCIP LOG. 0 ECPI LOG. TBAP LENGTH.INCH
SPEED DET 1 2 3 4 5 6 7 8
LOCAL DET....... 0 0 0 0 0 0 0 0
ONE/TWO DET..... 1 1 1 1 1 1 1 1
VEH LENGTH...... 0 0 0 0 0 0 0 0
TRAP LENGTH..... 0 0 0 0 0 0 0 0
ENABLE LOG...... . . . . . . . .

SPEED DET 9 10 11 12 13 14 15 16
LOCAL DET....... 0 0 0 0 0 0 0 0
ONE/TWO DET..... 1 1 1 1 1 1 1 1
VEH LENGTH...... 0 0 0 0 0 0 0 0
TRAP LENGTH..... 0 0 0 0 0 0 0 0
ENABLE LOG...... . . . . . . . .

VEH DET DIAG
VEH DIAG PLAN NUMBER[ 1] | FAILED |
DET COUNT|ACT|PRES| X'S|TIME|CL DELAY|
1 0 0 0 1 255 0
2 0 0 0 1 255 0
3 0 0 0 1 255 0
4 0 0 0 1 255 0
5 0 0 0 1 255 0
6 0 0 0 1 255 0
7 0 0 0 1 255 0
8 0 0 0 1 255 0
9 0 0 0 1 255 0
10 0 0 0 1 255 0
11 0 0 0 1 255 0
12 0 0 0 1 255 0
13 0 0 0 1 255 0
14 0 0 0 1 255 0
15 0 0 0 1 255 0
16 0 0 0 1 255 0
17 0 0 0 1 255 0
18 0 0 0 1 255 0
19 0 0 0 1 255 0
20 0 0 0 1 255 0
21 0 0 0 1 255 0
22 0 0 0 1 255 0
23 0 0 0 1 255 0
24 0 0 0 1 255 0
25 0 0 0 1 255 0
26 0 0 0 1 255 0
27 0 0 0 1 255 0
28 0 0 0 1 255 0
29 0 0 0 1 255 0
30 0 0 0 1 255 0
31 0 0 0 1 255 0
32 0 0 0 1 255 0
33 0 0 0 1 255 0
34 0 0 0 1 255 0
35 0 0 0 1 255 0
36 0 0 0 1 255 0
37 0 0 0 1 255 0
38 0 0 0 1 255 0
39 0 0 0 1 255 0
40 0 0 0 1 255 0
41 0 0 0 1 255 0
42 0 0 0 1 255 0
43 0 0 0 1 255 0
44 0 0 0 1 255 0
45 0 0 0 1 255 0
46 0 0 0 1 255 0
47 0 0 0 1 255 0
48 0 0 0 1 255 0
49 0 0 0 1 255 0
50 0 0 0 1 255 0
51 0 0 0 1 255 0
52 0 0 0 1 255 0
53 0 0 0 1 255 0
54 0 0 0 1 255 0
55 0 0 0 1 255 0
56 0 0 0 1 255 0
57 0 0 0 1 255 0
58 0 0 0 1 255 0
59 0 0 0 1 255 0
60 0 0 0 1 255 0
61 0 0 0 1 255 0
62 0 0 0 1 255 0
63 0 0 0 1 255 0
64 0 0 0 1 255 0

PED DETECTOR DIAG PLAN[1]

DET COUNTS ACT PRES MULTIPLIER
1 0 0 0 1
2 0 0 0 1
3 0 0 0 1
4 0 0 0 1
5 0 0 0 1
6 0 0 0 1
7 0 0 0 1
8 0 0 0 1
9 0 0 0 1
10 0 0 0 1
11 0 0 0 1
12 0 0 0 1
13 0 0 0 1
14 0 0 0 1
15 0 0 0 1
16 0 0 0 1

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

****************************************
* ECONOLITE CONTROL PRODUCTS, INC. *
* *
* COBALT-1000 *
* Copyright (C) 2012-2015 *
* *
* Solutions that Move the World *
*city of alameda *
* CITY.... 0 INTERSECTION.. 0 *
* *
* SOFTWARE................... 12.64.00 *
* *
* *
* *
* CONFIG.....................ACS-L3000 *
****************************************

SOFTWARE MODULES

NAME PART NUMBER VERSION

EB U-BOOT
O/S
APPLICATION 100-1082-264 12.64.00
CONFIGURATION 100-1049-001 L3000,17

EB CONTROLLER
BGC CONTROLLER 140-1020-2xx
BGC RESOURCE 140-1033-2xx
PIO CONTROLLER 140-1021-2xx
PS CONTROLLER 140-1022-2xx

AGC U-BOOT

AGC O/S

AGC APPLICATION

TELEMETRY N/A N/A

TSP/SCP PLAN
TSP/SCP PLAN 1 2 3 4 5 6

TSP/SCP ENA NO NO NO NO NO NO

SIGNAL TYPE S S S S S S
DET LOCK . . . . . .

DELAY TIME 0 0 0 0 0 0
MAX PRESENCE 0 0 0 0 0 0
PMT ENA RESERVICE . . . . . .

NO DELAY IN TSP . . . . . .

ACT SF INHIBIT 0 0 0 0 0 0
RESERVICE CYCLS 0 0 0 0 0 0

BUS HEADING NB SB EB WB
MODE..........TSP FREE DEFAULT PTN. 120
HEADWAY ALLOWANCE 0%

----- TSP/SCP PHASE -----
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6
TSP/SCP1 . . . . . . . . . . . . . . . .

TSP/SCP2 . . . . . . . . . . . . . . . .

TSP/SCP3 . . . . . . . . . . . . . . . .

TSP/SCP4 . . . . . . . . . . . . . . . .

TSP/SCP5 . . . . . . . . . . . . . . . .

TSP/SCP6 . . . . . . . . . . . . . . . .

TSP/SCP SPLIT PATTERN [ 1]
IN EFFECT TMG PLAN [1] O SPL DM [0] O
PHASE 1 2 3 4 5 6 7 8
MAX RDTN 255 255 255 255 255 255 255 255
MIN GRN 0 0 0 0 0 0 0 0

PHASE 9 10 11 12 13 14 15 16
MAX RDTN 255 255 255 255 255 255 255 255
MIN GRN 0 0 0 0 0 0 0 0

p501-ASC/3-CONFIGURATOR-12.64.00 COBALT-1000 - , DB Version: 19, Old DB Version: 19
January 12, 2023 Page 29
Clement/Tilden Way Extension Existing Conditions Memo Existing Conditions Kittelson & Associates, Inc.

Appendix D
Traffic Operations Analysis Worksheets
HCM 6th AWSC 2022_w. Covid_PM
1: Broadway & Blanding Avenue 09/21/2022
24846.05 No Build Synchro 11 Report
Kittelson & Associates Page 1
Intersection
Intersection Delay, s/veh 16.8
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 28 75 28 109 201 23 69 141 86 40 69 61 Future Vol, veh/h 28 75 28 109 201 23 69 141 86 40 69 61 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 4 2 0 8 2 0 4 0 12 0 1 2
Mvmt Flow 33 88 33 128 236 27 81 166 101 47 81 72
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 12 20.6 17.1 12.6

HCM LOS B C C B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 23% 21% 33% 24%
Vol Thru, % 48% 57% 60% 41%
Vol Right, % 29% 21% 7% 36%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 296 131 333 170
LT Vol 69 28 109 40
Through Vol 141 75 201 69
RT Vol 86 28 23 61
Lane Flow Rate 348 154 392 200
Geometry Grp 1 1 1 1
Degree of Util (X) 0.581 0.276 0.668 0.346
Departure Headway (Hd) 6.004 6.456 6.136 6.219
Convergence, Y/N Yes Yes Yes Yes
Cap 599 555 592 576
Service Time 4.054 4.515 4.136 4.277
HCM Lane V/C Ratio 0.581 0.277 0.662 0.347
HCM Control Delay 17.1 12 20.6 12.6
HCM Lane LOS C B C B
HCM 95th-tile Q 3.7 1.1 5 1.5
HCM 6th TWSC 2022_w. Covid_PM
2: Broadway & Clement Avenue 09/21/2022
24846.05 No Build Synchro 11 Report
Kittelson & Associates Page 2
Intersection
Int Delay, s/veh 6.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 89 152 83 188 158 54
Future Vol, veh/h 89 152 83 188 158 54
Conflicting Peds, #/hr 0 0 27 0 0 27
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 0 1 1 5 5 2
Mvmt Flow 98 167 91 207 174 59

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 620 231 260 0 - 0
Stage 1 231 - - - - -
Stage 2 389 - - - - -
Critical Hdwy 6.4 6.21 4.11 - - -
Critical Hdwy Stg 1 5.4 - - - - -
Critical Hdwy Stg 2 5.4 - - - - -
Follow-up Hdwy 3.5 3.309 2.209 - - -
Pot Cap-1 Maneuver 455 811 1310 - - -
Stage 1 812 - - - - -
Stage 2 689 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 397 790 1276 - - -
Mov Cap-2 Maneuver 397 - - - - -
Stage 1 727 - - - - -
Stage 2 671 - - - - -

Approach EB NB SB
HCM Control Delay, s 16.4 2.5 0

HCM LOS C

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1276 - 579 - -
HCM Lane V/C Ratio 0.071 - 0.457 - -
HCM Control Delay (s) 8 0 16.4 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.2 - 2.4 - -
HCM 6th Signalized Intersection Summary 2022_w. Covid_PM 3: Broadway & Tilden Way 09/21/2022
24846.05 No Build Synchro 11 Report
Kittelson & Associates Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 377 8 280 360 9 6 224 259 39 191 32 Future Volume (veh/h) 23 377 8 280 360 9 6 224 259 39 191 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.96 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1841 1885 1900 1900 1885 1900 1648 1841 1885 1900 1841 1856 Adj Flow Rate, veh/h 24 401 0 298 383 10 6 238 170 41 203 34 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 4 1 0 0 1 0 17 4 1 0 4 3
Cap, veh/h 84 1466 353 695 18 39 439 375 69 260 40
Arrive On Green 0.42 0.42 0.00 0.20 0.20 0.20 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 198 3563 0 1810 3562 93 14 1822 1558 121 1079 167 Grp Volume(v), veh/h 228 197 0 298 192 201 244 0 170 278 0 0 Grp Sat Flow(s),veh/h/ln 1875 1791 0 1810 1791 1864 1836 0 1558 1367 0 0 Q Serve(g_s), s 8.3 7.4 0.0 16.5 10.1 10.1 0.0 0.0 9.7 8.9 0.0 0.0 Cycle Q Clear(g_c), s 8.3 7.4 0.0 16.5 10.1 10.1 12.1 0.0 9.7 21.0 0.0 0.0 Prop In Lane 0.11 0.00 1.00 0.05 0.02 1.00 0.15 0.12
Lane Grp Cap(c), veh/h 793 757 353 349 364 478 0 375 369 0 0 V/C Ratio(X) 0.29 0.26 0.84 0.55 0.55 0.51 0.00 0.45 0.75 0.00 0.00 Avail Cap(c_a), veh/h 793 757 661 654 681 633 0 509 505 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.7 19.5 0.0 40.4 37.8 37.8 34.6 0.0 33.7 37.7 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.8 0.0 2.1 0.5 0.5 0.8 0.0 0.8 4.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 6.7 5.7 0.0 11.9 7.8 8.1 9.4 0.0 6.8 11.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.6 20.3 0.0 42.5 38.3 38.3 35.3 0.0 34.4 41.7 0.0 0.0 LnGrp LOS C C D D D D A C D A A
Approach Vol, veh/h 425 A 691 414 278
Approach Delay, s/veh 20.5 40.1 35.0 41.7
Approach LOS C D C D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 48.8 30.2 25.1 30.2
Change Period (Y+Rc), s * 4.8 5.1 4.8 5.1
Max Green Setting (Gmax), s * 44 34.0 38.0 34.0
Max Q Clear Time (g_c+I1), s 10.3 23.0 18.5 14.1
Green Ext Time (p_c), s 1.1 1.2 1.2 1.9
Intersection Summary
HCM 6th Ctrl Delay 34.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th TWSC 2022_w. Covid_PM
4: Broadway & Eagle Avenue 09/21/2022
24846.05 No Build Synchro 11 Report
Kittelson & Associates Page 4
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 5 484 5 1 478
Future Vol, veh/h 0 5 484 5 1 478
Conflicting Peds, #/hr 5 2 0 5 5 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 0 3 0 0 2
Mvmt Flow 0 5 526 5 1 520

Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 536 0 0 536 0
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 6.2 - - 4.1 -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.3 - - 2.2 -
Pot Cap-1 Maneuver 0 549 - - 1042 -
Stage 1 0 - - - - -
Stage 2 0 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 545 - - 1037 -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -

Approach WB NB SB
HCM Control Delay, s 11.7 0 0

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 545 1037 -
HCM Lane V/C Ratio - - 0.01 0.001 -
HCM Control Delay (s) - - 11.7 8.5 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th Signalized Intersection Summary 2022_w. Covid_PM 5: Fernside Boulevard/Blanding Avenue & Tilden Way/Fruitvale Avenue 09/21/2022 24846.05 No Build Synchro 11 Report
Kittelson & Associates Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 525 120 159 573 208 60 144 0 143 122 17 Future Volume (veh/h) 25 525 120 159 573 208 60 144 0 143 122 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1885 1870 1900 1826 1900 1900 0 1781 1885 1900 Adj Flow Rate, veh/h 26 553 126 167 603 219 63 152 0 151 128 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 0 1 2 0 5 0 0 0 8 1 0
Cap, veh/h 106 1396 608 197 1583 659 106 256 0 159 134 246 Arrive On Green 0.06 0.39 0.39 0.11 0.44 0.44 0.19 0.19 0.00 0.16 0.16 0.16 Sat Flow, veh/h 1810 3610 1573 1781 3610 1503 549 1324 0 993 842 1541 Grp Volume(v), veh/h 26 553 126 167 603 219 215 0 0 279 0 18 Grp Sat Flow(s),veh/h/ln 1810 1805 1573 1781 1805 1503 1873 0 0 1836 0 1541 Q Serve(g_s), s 1.6 13.2 6.4 10.9 13.4 11.4 12.5 0.0 0.0 17.9 0.0 1.2 Cycle Q Clear(g_c), s 1.6 13.2 6.4 10.9 13.4 11.4 12.5 0.0 0.0 17.9 0.0 1.2 Prop In Lane 1.00 1.00 1.00 1.00 0.29 0.00 0.54 1.00
Lane Grp Cap(c), veh/h 106 1396 608 197 1583 659 362 0 0 293 0 246 V/C Ratio(X) 0.24 0.40 0.21 0.85 0.38 0.33 0.59 0.00 0.00 0.95 0.00 0.07 Avail Cap(c_a), veh/h 152 1396 608 374 1583 659 362 0 0 293 0 246 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.5 26.4 24.3 51.9 22.5 21.9 43.7 0.0 0.0 49.5 0.0 42.5 Incr Delay (d2), s/veh 1.2 0.8 0.8 7.3 0.7 1.4 7.0 0.0 0.0 41.6 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.4 9.7 4.5 9.0 9.7 7.6 10.7 0.0 0.0 17.2 0.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.6 27.3 25.1 59.2 23.2 23.3 50.7 0.0 0.0 91.1 0.0 43.1 LnGrp LOS D C C E C C D A A F A D
Approach Vol, veh/h 705 989 215 297
Approach Delay, s/veh 27.9 29.3 50.7 88.2
Approach LOS C C D F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 17.2 50.6 23.6 11.0 56.8 27.6
Change Period (Y+Rc), s 4.0 4.6 4.6 4.0 4.6 4.6
Max Green Setting (Gmax), s 25.0 46.0 19.0 10.0 46.0 23.0 Max Q Clear Time (g_c+I1), s 12.9 15.2 19.9 3.6 15.4 14.5 Green Ext Time (p_c), s 0.2 5.9 0.0 0.0 7.1 0.7
Intersection Summary
HCM 6th Ctrl Delay 38.9
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th TWSC 2022_w. Covid_PM
6: Fernside Boulevard & Pearl Street 09/21/2022
24846.05 No Build Synchro 11 Report
Kittelson & Associates Page 6
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 74 12 0 0 0 0 230 196 0 361 1
Future Vol, veh/h 5 74 12 0 0 0 0 230 196 0 361 1
Conflicting Peds, #/hr 0 0 0 0 0 0 3 0 13 13 0 3
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - Stop - - None
Storage Length - - 60 - - - - - 100 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 0 0 0 0 0 0 0 3 2 0 2 0
Mvmt Flow 6 84 14 0 0 0 0 261 223 0 410 1

Major/Minor Minor2 Major1 Major2
Conflicting Flow All 675 688 209 - 0 0 - - 0
Stage 1 414 414 - - - - - - -
Stage 2 261 274 - - - - - - -
Critical Hdwy 6.6 6.5 6.9 - - - - - -
Critical Hdwy Stg 1 5.8 5.5 - - - - - - -
Critical Hdwy Stg 2 5.4 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 - - - - - -
Pot Cap-1 Maneuver 407 372 803 0 - - 0 - -
Stage 1 641 597 - 0 - - 0 - -
Stage 2 787 687 - 0 - - 0 - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 405 0 801 - - - - - -
Mov Cap-2 Maneuver 405 0 - - - - - - -
Stage 1 639 0 - - - - - - -
Stage 2 785 0 - - - - - - -

Approach EB NB SB
HCM Control Delay, s 15.5 0 0

HCM LOS C

Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBT SBR
Capacity (veh/h) - - 405 801 - -
HCM Lane V/C Ratio - - 0.222 0.017 - -
HCM Control Delay (s) - - 16.4 9.6 - -
HCM Lane LOS - - C A - -
HCM 95th %tile Q(veh) - - 0.8 0.1 - -