Appendix A - North Avenue Reconstruction [PDF]

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Idea Transcript


Appendix 1 Intersection Collision Diagrams

Appendix 2 Traffic Count & Forecast Memorandum

One Honey Creek Corporate Center 125 South 84th Street, Suite 401 Milwaukee, WI 53214-1470 414 / 259 1500 414 / 259 0037 fax www.graef-usa.com

MEMORANDUM

TO:

Ed Hinrichs, P.E. Bruce Barnes, P.E.

FROM:

GRAEF

DATE:

September 19, 2016

SUBJECT:

W. North Avenue (CTH M) – Calhoun Road to 124th Street Existing Traffic & Forecasts Project ID 2759-03-00 & 2766-00-01 Waukesha County

Introduction

Waukesha County plans to reconstruct the approximately three mile section of W. North Avenue (CTH M) from Calhoun Road to 124th Street. A project location map is shown on Exhibit 1. This memorandum summarizes the recent traffic counts and traffic forecasts for the project.

Existing Traffic

The Wisconsin Department of Transportation (WisDOT) typically collects weekday 48-hour traffic counts for major roadways every three years. The count is adjusted for variation in traffic volume through the year and the average number of axles per vehicle to develop an Annual Average Daily Traffic (AADT) volume. Specifically, the WisDOT applies statewide seasonal, daily and axle factors based on the type of facility to develop the AADT volume. W. North Avenue is principal arterial and therefore utilizes the factors for the urban arterials and collectors. The Year 2015 seasonal and daily factors are provided in Appendix 1. The WisDOT’s Year 2015 axle factor for urban arterials and collectors is 0.91 that was applied to the single tube counts conducted west of Calhoun Road, west of Lilly Road, east of Lilly Road and east of Hollyhock Lane. The other locations were counted with Wavetronix that counts the number of vehicles by axle type and therefore were not adjusted for axles. Table 1 summarizes the WisDOT’s Year 2015 raw traffic counts and AADT volumes along W. North Avenue at the seven count locations from west of Calhoun Road to east of 124th Street. The WisDOT’s Year 2015 AADT volumes along W. North Avenue are also shown on Exhibit 2. Waukesha County collected traffic counts along W. North Avenue during mid-week periods at ten locations from west of Calhoun Road and west of 124th Street in May 2015, October 2015 and April 2016 as summarized in Appendix 2. Vehicle classification counts were also conducted at select locations along W. North Avenue. Table 1 summarizes Waukesha County’s average raw traffic counts and Average Weekday Traffic (AWDT) counts. It should be noted that these AWDT volumes were factored for axles based on vehicle classification counts along W. North Avenue. The axle factor applied to W. North Avenue

counts was 0.987 for the counts west of Lilly Road and 0.962 for the counts east of Lilly Road. The County’s counts obtained during various times of the year along W. North Avenue do not indicate significant fluctuations throughout the year. The WisDOT compared the County’s counts to their counts and factored the County’s AWDT to an AADT based on the Year 2015 seasonal and daily factors. The calculations are provided in Appendix 3. Table 1 compares the WisDOT and Waukesha County raw traffic volume, AWDT and AADT counts. Table 1 WisDOT & Waukesha County Traffic Counts Waukesha County Year 2015/16

WisDOT Year 2015 W. North Avenue Location

Average 24 Hour Raw Traffic Volume

West of Calhoun Road

AADT

Average 24 Hour Raw Traffic Volume

AWDT 2

AADT 3

Difference Between AADTs

16,300

13,400

15,200

15,000

13,500

100

16,800

16,600

15,200

200

17,100 1

15,400

16,900

16,700

15,300

100

16,600 1

14,900

15,900

15,700

14,300

600

-

-

16,500

16,300

14,800

100 compared to WisDOT AADT east of Pilgrim Road

East of Calhoun Road West of Pilgrim Road (CTH YY) East of Pilgrim Road (CTH YY) West of Highland Drive

-

-

20,800

20,600

18,900

3,200 compared to WisDOT AADT west of Lilly Road

West of Lilly Road

20,000

15,700

20,200

19,900

18,200

2,500

East of Lilly Road

18,300

15,000

18,400

17,700

16,200

1,200

East of Hollyhock Lane

19,000

15,600

19,300

18,600

16,700

1,100

West of 124th Street

-

-

21,200

20,400

18,300

2,700 compared to WisDOT AADT east of Hollyhock Lane

East of 124th Street

26,100

23,300

-

-

-

-

East of Highland Drive

Sources: Wisconsin Department of Transportation (WisDOT) and Waukesha County Notes: 1) Counts are adjusted for axles due to the Wavetronix counts. 2) Waukesha County’s Year 2015/16 AWDT is based on traffic counts conducted in May 2015, October 2015 and April 2016. The AWDT was adjusted for axles based on W. North Avenue vehicle classification counts as shown in Appendix 3 Table 1. 3) Waukesha County’s Year 2015/16 AADT accounts for Year 2015 WisDOT statewide seasonal and daily factors as shown in Appendix 3 Table 1. 4) All volumes were rounded to the nearest hundred.

As shown in Table 1, the WisDOT and Waukesha County raw traffic counts are fairly similar. The WisDOT AADTs along W. North Avenue range from 13,400 vehicles per day (vpd) west of Calhoun Road to 23,300 vpd east of 124th Street. The Waukesha County AWDTs along W. North Avenue range from 15,000 vpd west of Calhoun Road to 20,600 east of Highland Drive. The Waukesha County AADTs along W. North Avenue range from 13,500 vpd west of Calhoun Road to 18,900 east of Highland Drive.

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There are large differences between the WisDOT and Waukesha County AADT counts at the following locations: • East of Highland Drive (3,200 vpd difference) • West of Lilly Road (2,500 vpd difference) • West of 124th Street (2,700 vpd difference) The difference in traffic volumes can be attributed to the WisDOT statewide seasonal, daily and axle factors and to the different precise locations of the counts. Based on the County’s traffic counts, there appears to be less seasonal fluctuation in this corridor and lower percentage of multi-axle vehicles than represented by the statewide factors for the type of facility. Although there are discrepancies with the factoring methods used to develop AADTs, the project team utilized the WisDOT Year 2015 AADTs as the baseline for the traffic forecasts because they are more conservative and follow the WisDOT process.

Traffic Forecasts

The W. North Avenue project is planned to be constructed as two separate projects as shown on Exhibit 1. The section from Pilgrim Road/Pilgrim Parkway (CTH YY) to 124th Street is planned to be constructed in the Year 2019. The section from Calhoun Road to Pilgrim Road is planned to be constructed in the Year 2020. For the purpose of traffic forecasts, the construction year of 2019 was used for the projects resulting in a design year of Year 2039. It is standard procedure to utilize the WisDOT traffic forecasts for this project. The project team also requested traffic forecasts from the Southeastern Wisconsin Regional Planning Commission (SEWRPC) for comparison purposes and to understand potential changes to travel patterns on W. North Avenue due to nearby capacity improvement projects. WisDOT Traffic Forecasts The WisDOT staff uses the Traffic Analysis Forecasting Information System (TAFIS) program for developing the traffic forecasts for state trunk highways. The TAFIS program runs a series of statistical regressions on historic AADT counts and forecasts a growth rate based on the most recent traffic count. The Box-Cox regression is the most statistically robust regression type. The Box-Cox regression means that traffic projections at count sites will increase at a decreasing rate into the future. Growth rates vary depending on the traffic count site’s history and the regression’s statistical significance. TAFIS chooses the most statistically significant increasing regression line for the projection. The WisDOT uses essentially the same methodology for developing traffic forecasts for county trunk highways, such as W. North Avenue. The historic traffic count data dating back to the mid 1980s is collected and input into an Excel spreadsheet that replicates the TAFIS model and uses a Box-Cox regression analysis. Additional information regarding the WisDOT traffic forecast methodology can be found in Chapter 9 of the WisDOT Transportation Planning Manual. The WisDOT developed AADT and peak hour intersection turning movement forecasts for the construction year (Year 2019), Year 2029 and design year (Year 2039). Table 2 summarizes WisDOT’s design year (Year 2039) AADT traffic forecasts. The AADT traffic forecasts are also illustrated on Exhibit 2.

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Table 2 WisDOT Design Year (Year 2039) AADT Forecasts WisDOT Year 2039 AADT Forecasts WisDOT Year 2015 AADT

Year 2039 AADT

Annual Growth Rate

West of Calhoun Road

13,400

16,300

0.8%

West of Pilgrim Road (CTH YY)

15,400

17,900

0.6%

East of Pilgrim Road (CTH YY)

14,900

16,800

0.5%

West of Lilly Road

15,700

18,200

0.6%

East of Lilly Road

15,000

17,200

0.6%

East of Hollyhock Lane

15,600

17,500

0.5%

East of 124th Street

23,300

26,100

0.5%

W. North Avenue Location

Source: Wisconsin Department of Transportation (WisDOT)

As shown in Table 2, the WisDOT Year 2039 traffic forecasts along W. North Avenue range from 16,300 vpd west of Calhoun Road to 26,100 vpd east of 124th Street. The traffic forecasts for W. North Avenue were based on approximately 0.5% to 0.6% annual growth rates, with the exception of the location west of Calhoun Road that had a higher annual growth rate of approximately 0.8%. SEWRPC Traffic Forecasts SEWRPC is the metropolitan planning organization (MPO) and regional planning commission (RPC) for the seven county southeastern Wisconsin area. SEWRPC utilizes travel simulation models to develop traffic forecasts. The forecast traffic volumes for the W. North Avenue corridor utilize a set of travel demand models maintained, refined, and validated by the SEWRPC since the 1960s. The forecasts developed by the Commission for the W. North Avenue study used the Commission’s 4th generation travel demand models, and considered future year forecast population and employment levels and as well the impact of a planned development pattern for the Region that seeks to preserve the Region’s best natural areas, preserve the Region’s prime, most productive farmland, and accommodate new urban development within and around existing urban as infill development, through redevelopment, and through the orderly expansion of planned urban service areas on lands proximate to these centers. They also consider the potential impact of the planned transit improvements as well as other planned transportation system management and travel demand management improvements, bicycle and pedestrian improvements, and surface arterial and freeway capacity improvements and their potential to impact forecast future traffic volumes within the North Avenue corridor. These travel simulation models were revalidated and recalibrated, using new data provided by a major origin and destination travel survey completed within the Region in 2001. The models were revalidated for the years 2000-2001 by applying the models with Census data and 2001 transportation network data and comparing model estimates of trip generation, trip distribution, highway traffic, and transit ridership to estimates derived from travel surveys and actual traffic and transit ridership counts. The validation indicated that the models were able to accurately replicate not only observed trip generation, travel pattern, modal choice, and VMT data, but also model-estimated individual arterial street traffic volume within 10 percent of the actual average weekday vehicular traffic. These models were validated again in 2011 for the year 2008, and again in 2015 for the year 2011 by applying the models with year 2008 and 2011 estimates of households, population, and employment and 2008 and 2011 transportation network data and comparing estimates of arterial VMT and transit ridership to model estimates derived from actual traffic and transit ridership.

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SEWRPC developed traffic forecasts for a Build and a No Build scenario for the W. North Avenue project. The Build scenario assumes all capacity improvements identified in SEWRPC’s 2035 Transportation Plan including the widening of W. North Avenue are completed. The SEWRPC 2035 Transportation Plan for Waukesha County is shown on Exhibit 3. The following capacity improvements in the area may affect travel patterns on W. North Avenue: 1. 2. 3. 4.

Calhoun Road interchange at IH94 Widening of Calhoun Road between North Avenue (CTH M) and Lisbon Road (CTH K) Widening of Pilgrim Road between Bluemound Road (USH 18) and Lisbon Road (CTH K) Extension of 124th Street between Watertown Plank Road and Greenfield Avenue

The No Build scenario represents the condition that the W. North Avenue project is not widened, but all the other projects identified in the SEWRPC plan are built. Several of these projects are not expected to be constructed by the Year 2039 and therefore the project team requested a No Build Alternative 1 scenario that doesn’t include the widening of W. North Avenue, the Calhoun Road interchange at IH94, the widening of Pilgrim Road and the extension of 124th Street. It should be noted that SEWRPC provides average weekday traffic (AWDT) forecasts. The SEWRPC AWDT forecasts for the three scenarios are shown on Exhibit 4. Table 3 summarizes the AWDT forecasts and adjusts to AADTs for the purpose of comparing to the WisDOT traffic forecasts. Table 3 SEWRPC (Year 2039) Build Traffic Forecast Conversion SEWRPC Year 2039 Build Traffic Forecasts

WisDOT Year 2015 AADT

Year 2039 AWDT

Year 2039 AADT

AADT Annual Growth Rate

West of Calhoun Road

13,400

16,000

15,000

0.5%

West of Pilgrim Road (CTH YY)

15,400

16,500

15,400

0.0%

East of Pilgrim Road (CTH YY)

14,900

14,000

13,100

-0.5%

West of Lilly Road

15,700

18,000

16,800

0.3%

East of Lilly Road

15,000

21,500

20,100

1.2%

East of Hollyhock Lane

15,600

22,500

21,000

1.3%

East of 124th Street

23,300

30,000

28,000

0.8%

W. North Avenue Location

Source: Wisconsin Department of Transportation (WisDOT) and Southeastern Wisconsin Regional Planning Commission (SEWRPC).

As shown in Table 3, the SEWRPC AWDT forecasts along W. North Avenue range from 14,000 vpd east of Pilgrim Road to 30,000 vpd east of 124th Street. The SEWRPC AADT traffic forecasts along W. North Avenue range from 13,100 vpd east of Pilgrim Road to 28,000 vpd east of 124th Street. The annual growth rates for the SEWRPC traffic forecasts range from -0.5% east of Pilgrim Road to 1.3% east of Hollyhock Lane. Table 4 compares the WisDOT and SEWRPC design year (Year 2039) AADT forecasts.

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Table 4 Design Year (Year 2039) Traffic Forecast Comparison W. North Avenue Location

WisDOT Year 2015 AADT

WisDOT Year 2039 AADT Forecasts

SEWRPC Year 2039 Build AADT Forecasts

Difference Between WisDOT & SEWRPC Build Forecasts

West of Calhoun Road

13,400

16,300 (0.8%)

15,000 (0.5%)

1,300 (8.0%)

Calhoun Road to Pilgrim Road (CTH YY)

15,400

17,900 (0.6%)

15,400 (0.0%)

2,500 (14.0%)

East of Pilgrim Road (CTH YY)

14,900

16,800 (0.5%)

13,100 (-0.5%)

3,700 (22.0%)

West of Lilly Road

15,700

18,200 (0.6%)

16,800 (0.3%)

1,400 (7.7%)

East of Lilly Road

15,000

17,200 (0.6%)

20,100 (1.2%)

2,900 (16.9%)

East of Hollyhock Lane

15,600

17,500 (0.5%)

21,000 (1.3%)

3,500 (20.0%)

East of 124th Street

23,300

26,100 (0.5%)

28,000 (0.8%)

1,900 (7.3%)

Sources: Wisconsin Department of Transportation (WisDOT) and Southeastern Wisconsin Regional Planning Commission (SEWRPC). Note: SEWRPC Average Weekday Traffic Volumes were adjusted to represent Annual Average Daily Traffic (AADT) volumes.

As shown in Table 4, there are differences greater than 10 percent between the WisDOT and SEWRPC traffic forecasts at the following locations along W. North Avenue corridor: • Calhoun Road to Pilgrim Road • East of Pilgrim Road • East of Lilly Road • East of Hollyhock Lane These differences are due to SEWRPC’s forecasts accounting for capacity improvements in the area included in SEWRPC’s plan. Several of these projects are not expected to occur by the Year 2039 and therefore the SEWRPC forecasts are not representative of conditions for this project. SEWRPC has recently completed the Vision 2050 Draft Plan. The existing and planned 2050 population, households and employment statistics are shown on Exhibit 5. Planning Area 26 includes the City of Brookfield, the Town of Brookfield and the Village of Elm Grove. The 2050 population, households and employment statistics for Planning Area 26 are summarized in Table 5. Table 5 Planning Area 26 Population, Household & Employment Statistics Existing (Year 2010)

Planned (Year 2050)

Increase

Annual Growth Rate

Population

49,620

58,600

8,980

0.42%

Households

19,610

23,390

3,780

0.44%

Employment

55,690

65,780

10,090

0.42%

Planning Area 26

Source: Southeastern Wisconsin Regional Planning Commission (SEWRPC) 2015-0134

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September 19, 2016

As shown in Table 5, the population, households and employment are expected to increase by approximately 0.4% annually. This growth rate is more consistent with the growth rate for the WisDOT forecasts.

Summary

The WisDOT and Waukesha County raw traffic counts are fairly similar. The WisDOT’s Year 2015 AADTs along W. North Avenue range from 13,400 vehicles per day (vpd) west of Calhoun Road to 23,300 vpd east of 124th Street. The Waukesha County’s Year 2015/16 AWDTs along W. North Avenue range from 15,000 vpd west of Calhoun Road to 20,600 east of Highland Drive. The Waukesha County’s Year 2015/16 AADTs along W. North Avenue range from 13,500 vpd west of Calhoun Road to 18,900 east of Highland Drive. There are large differences between the WisDOT and Waukesha County AADT counts at three locations including east of Highland Drive, west of Lilly Road and west of 124th Street. The difference in traffic volumes can be attributed to the WisDOT statewide seasonal, daily and axle factors and to the different precise locations of the counts. Based on the County’s traffic counts, there appears to be less seasonal fluctuation in this corridor and lower percentage of multi-axle vehicles than represented by the statewide factors for the type of facility. Although there are discrepancies with the factoring methods used to develop AADTs, the project team utilized the WisDOT Year 2015 AADTs as the baseline for the traffic forecasts because they are more conservative and follow the WisDOT process. It is standard procedure to utilize the WisDOT traffic forecasts for this project. The project team also requested traffic forecasts from the Southeastern Wisconsin Regional Planning Commission (SEWRPC) for comparison purposes and to understand potential changes to travel patterns on W. North Avenue due to nearby capacity improvement projects. The WisDOT traffic forecasts along W. North Avenue range from 16,300 vpd west of Calhoun Road to 26,100 vpd east of 124th Street. The WisDOT traffic forecasts were based on approximately 0.5% to 0.6% annual growth rates, with the exception of the location west of Calhoun Road that had a higher annual growth rate of approximately 0.8%. The SEWRPC traffic forecasts along W. North Avenue range from 13,100 vpd east of Pilgrim Road to 28,000 vpd east of 124th Street. The annual growth rates for the SEWRPC traffic forecasts range from -0.5% east of Pilgrim Road to 1.3% east of Hollyhock Lane. These differences are due to SEWRPC’s forecasts accounting for capacity improvements in the vicinity of the project included in SEWRPC’s plan. Several of these projects are not expected to occur by the design year (Year 2039) and therefore the SEWRPC forecasts are not representative of conditions for this project. The SEWRPC Vision 2050 annual growth rates for population, household and employment statistics were based on approximately 0.4% annual growth and validated the WisDOT growth rates.

Conclusion

This project is being funded through the Surface Transportation Program – Urban (STP-U), a federal aid program that requires planners and designers to follow the WisDOT Facility Development Manual (FDM). This methodology assures that projects are planned in accordance with federal requirements and that funds are allocated for projects with an approved purpose and need. The WisDOT traffic forecasts will be used for this project because their project methodology is routinely accepted and approved by FHWA. The more conservative growth rate used in the WisDOT forecasts is expected to better represent the design year conditions for the W. North Avenue corridor.

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Exhibits Exhibit 1 Exhibit 2 Exhibit 3 Exhibit 4 Exhibit 5

Project Overview Map WisDOT Annual Average Daily Traffic (AADT) Forecasts SEWRPC 2035 Transportation Plan – Waukesha County SEWRPC Average Weekday Traffic (AWDT) Forecasts SEWRPC 2050 Populations, Households, and Employment

Appendix Appendix 2-1 Appendix 2-2 Appendix 2-3

WisDOT Year 2015 Seasonal & Daily Factors Waukesha County Traffic Counts WisDOT & Waukesha County Traffic Count Comparison

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Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Preempt 4 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Preempt 5 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Preempt 6

Page 6 of 8

Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Vehical Phases Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Pedestrian Phases Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Ph. Track 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

System/Detectors Data

Cycle No No No No No No No No No No No No No No No No

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Local Critical Alarms Special Status 1: No Cycle Failure: No

Local Fash: No

Special Status 2: No

Local Free: No

Cycle Fault: No

Special Status 3: No

1st Phone:

Coord Failure: No

Coord Fault: No

Special Status 4: No

2nd Phone:

Conflict Flash: No

Premption: No

Special Status 5: No

Remote Flash: No

Voltage Monitor: No

Special Status 6: No

Revert to Backup: 15

Traffic Responsive System Detector Detector Channel 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 Sample Interval:

Veh/Hr 18 36 18 36 18 36 18 36

Average Time(mins) 15 15 15 15 15 15 15 15

Occupancy Correction/10 0 0 0 0 0 0 0 0

Queue: 1

Min Volume % 50 50 50 50 50 50 50 50

Queue 1 Detectors

Input Selection: 0=Average

Vehical Detector Diagnostic Value 0

Max Detector Presence

No Erratic Activity Count

Queue 2 Detectors

System Detectors

Queue: Level

Enter

Leave

Dial / Split / Offset

/ / Default Data Special Detector

Diagnostic Value 1 Max Detector Presence

No Erratic Activity Count

Detector

Diagnostic Value 0 Max No Erratic Presence Activity Count

Default Data - Diag 0 Values

Default Data - No Diag 1 Values

Default Data - No Diag 0 Valu

Pedestrian Detector Diagnostic Value 0

Pedestrian Detector Diagnostic Value 1

Special Detector

Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 0 Values

Page 7 of 8

Weight Factor

Default Data

Input Selection: 0=Average Detector Failed Level : 0

Vehical Detector

Weight Factor

Default Data

Detector Failed Level : 0

Queue: 2

System Detectors

Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 1 Values

Diagnostic Value 1 Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 1 Values

Speed Trap Data Speed Trap:

Dial/Split/Offset

Measurement: Detector 1

Detector_2

Default Data Volume Detector Data Report Interval Volume Controller Detector Detector Number Channel

Default Data

Page 8 of 8

Distance :

// Default Data

Speed Trap Low Treshold

Speed Trap High Treshold

Overlaps

Overlaps

A Phase(s)

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

5

1

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

0 4.0 2.0 0 0

0 2.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

Green Yellow Red Stop Grn/Yel Phase Strat Green Phase Ring

Phase(s)

Concurrent Phases

Next Phase 2 3 4 1 6 7 8 5

Phase Ring 1 1 1 2 1 3 1 4 2 5 2 6 2 7 2 8

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1

2

3

4

1

1

3

3

9

10

11

12

13

14

15

16

5

5

7

7

2

2

4

4

6

6

8

8

5

6

7

8

Alternate Sequences

BIU Port Addr Status

Alternate Sequences

127.00

2 Phase Pair(s)

Port 1 Data

3

4

5

6

7

8

9

10

11

12

13

14

15

1

3 4

1 2

5 6

1 2

3 4

1 2

7 8

1 2

3 4

1 2

5 6

1 2

3 4

1 2

2

0 0

3 4

0 0

5 6

5 6

3 4

0 0

7 8

7 8

3 4

7 8

5 6

5 6

3 4

3

0 0

0 0

0 0

0 0

0 0

5 6

0 0

0 0

0 0

7 8

0 0

7 8

7 8

5 6

4

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

7 8

Control

Channel

Default Data

Hardware Pins

Control

1

1 - Phase 1 RYG

2 - Veh Phase 2

2

2 - Phase 2 RYG

3 - Veh Phase 3

3

3 - Phase 3 RYG

4 - Veh Phase 4

4

4 - Phase 4 RYG

5 - Veh Phase 5

5

5 - Phase 5 RYG

6 - Veh Phase 6

6

6 - Phase 6 RYG

7 - Veh Phase 7

7

7 - Phase 7 RYG

8 - Veh Phase 8

8

8 - Phase 8 RYG

18 - Ped Phase 2

9

10 - Phase 2 DPW

20 - Ped Phase 4

10

12 - Phase 4 DPW

22 - Ped Phase 6

11

14 - Phase 6 DPW

24 - Ped Phase 8

12

16 - Phase 8 DPW

33 - Overlap A

13

17 - Overlap A RYG

34 - Overlap B

14

18 - Overlap B RYG

35 - Overlap C

15

19 - Overlap C RYG

36 - Overlap D

16

20 - Overlap D RYG

17 - Ped Phase 1

17

9 - Phase 1 DPW

19 - Ped Phase 3

18

11 - Phase 3 DPW

21 - Ped Phase 5

19

13 - Phase 5 DPW

23 - Ped Phase 7

20

15 - Phase 7 DPW

37 - Overlap E

21

21 - Phase 1 ONC

38 - Overlap F

22

22 - Phase 2 ONC

39 - Overlap G

23

23 - Phase 3 ONC

40 - Overlap H

24

24 - Phase 4 ONC

1 - Veh Phase 1

Channel

Coordination Data

/

Operation Mode: 0=Free

Offset Mode: 0=Beg Grn

Manual Dial: 1

Coordination Mode: 0=Permissive

Force Mode: 0=Plan

Manual Split: 1

Maximun Mode: 2=Max 2

Max Dwell Time: 0

Manual Offset: 1

Correction Mode: 0=Dwell

Yield Period: 0

Page 2 of 7

Hardware Pins

Dial/Split

General Coordination Data

Message 40

Cycle

Split Times and Phase Modes Dial / Ph.

Split Splits

Ph.

Ph. Mode

Traffic Plan Data Offset Time: Plan: //

Splits

Ph.

Ph. Mode

Alt. Sequence:

Splits

Ph. Mode

Mode:

Ph.

Rg 2 Lag Time:

Month: 3

Week: 2

End of Daylight Saving

Month: 11

Week: 1

Cycle Zero Reference Hours: 0

Ph. Mode

Rg 3 Lag Time:

Local TBC Data Start of Daylight Saving

Splits

Source 1 Day

Min: 0

Rg 4 Lag Time: Equate Days 2

3

4

5

6

7

Traffic Data PHASE FUNCTION Event

Day

Time :

D/S/O //

flash

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

AUX. Events Event

Program Day

Aux Ouputs Hour Min. 1 2 3

Det. Det. Det. Diag. Rpt. Mult100 Dimming D1 D2 D3

Special Function Outputs 1

2

3

4

5

6

7

8

Default Data - No Special Day(s) or Week(s) Programmed

Special Functions Function

SF1

Special Function 1

X

Special Function 2

SF2

SF3

SF4

SF5

SF6

SF7

SF8

X

Special Function 3

X

Special Function 4

X

Special Function 5

X

Special Function 6

X

Special Function 7

X

Special Function 8

X

Phase Function Phase Function Map

PF1

PF2

PF3 PF4

PF5

PF6 PF7

PF8

PF9

PF10

PF11

PF12

PF13

PF14

PF15

PF16

Dimming Data

Channel Red Yellow Green Alternate Default Data - No Dimming Programmed

Preemption Data General Preemption Data Flash > Preepmt 1, Preepmt 1 > Preempt 2, Preepmt 2 > Preempt 3, Ring 1 Min GRN/WLK = 4 Ring 2 Min GRN/WLK = 4

Page 3 of 7

Preepmt 3 = Preempt 4, Preepmt 4 = Preempt 5, Preepmt 5 = Preempt 6 Ring 3 Min GRN/WLK = 4 Ring 4 Min GRN/WLK = 4

Preempt 1 2 3 4 5 6

Select

Preempt Timers NonLink to Locking Preempt Delay Extend Duration No 0 0 0 0 No 1 0 0 0 No 0 0 0 0 No 0 0 0 0 No 0 0 0 0 No 0 0 0 0

Preempt 1 Exit Phase Phase Yes 4 Yes 8

Exit Calls No No

Preempt 2 Exit Phase Phase Yes 2 Yes 6

MaxCall Lock-Out 0 0 0 0 0 0 0 0 0 0 0 0

Preempt 3

Ped Clear 7 7 5 5 5 8

Yel 40 30 40 40 40 40

Red 20 10 20 20 20 20

Grn Ped 0 0 21 0 0 0 0 0 0 0 10 8

Preempt 4

Exit Calls No No

Exit Phase Phase Yes 2 Yes 6

Exit Calls No No

Exit Phase Phase Yes 2 Yes 6

Extend 0 0 0 0 0 0

Duration 0 0 0 0 0 0

Dwell 0 0 0 0 0 0

Max_Call 0 0 0 0 0 0

Return

Track

Dwell Red Green 20 15 10 15 20 10 20 10 20 10 20 10

Yel 40 30 40 40 40 40

Preempt 5

Exit Calls No No

Exit Phase Phase Yes 4 Yes 8

Exit Calls No No

Ped Clear Yel Red 0 40 20 0 40 20 8 40 20 8 40 20 8 40 20 8 40 20

Preempt 6 Exit Phase Phase No 1 Yes 2 No 3 No 4 No 5 Yes 6 No 7 No 8

Exit Calls Yes Yes Yes Yes Yes Yes Yes Yes

Priority Timers Priority 1 2 3 4 5 6

Non-Locking No No No No No No

Priority 1 Exit Phase Phase

Preempt 1

Page 4 of 7

Delay 0 0 0 0 0 0

Priority 2 Exit Calls

Exit Phase Phase

Priority 3 Exit Calls

Exit Phase Phase

Lock-Out 0 0 0 0 0 0

Priority 4 Exit Calls

Exit Phase Phase

Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases Priority 5

Exit Calls

Exit Phase Phase

Priority 6 Exit Calls

Exit Phase Phase

Exit Calls

Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Preempt 2 Ph. Track 1 Red 2 Red 3 Red 4 Green 5 Red 6 Red 7 Green 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Vehical Phases Dwell Red Red Green Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Pedestrian Phases Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp Track Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Vehical Phases Dwell Red Green Red Red Green Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

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

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

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

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Ph.

Vehical Phases Dwell Green Red Red Red Red Green Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp. Track

Ph Track 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

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

Overlaps Dwell

Cycle No No No No No No No No No No No No No No No No

Cycle No No No No No No No No No No No No No No No No

Preempt 3 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Preempt 4

Page 5 of 7

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Vehical Phases Dwell Red Green Red Red Green Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp. Track

Vehical Phases Dwell Red Red Green Red Red Red Red Green Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

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

Vehical Phases Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. Track

Pedestrian Phases Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp. Track

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Preempt 5 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Preempt 6 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

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

System/Detectors Data

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Local Critical Alarms Special Status 1: No Cycle Failure: No

Local Fash: No

Special Status 2: No

Local Free: No

Cycle Fault: No

Special Status 3: No

1st Phone:

Coord Failure: No

Coord Fault: No

Special Status 4: No

2nd Phone:

Conflict Flash: No

Premption: No

Special Status 5: No

Remote Flash: No

Voltage Monitor: No

Special Status 6: No

Revert to Backup: 15

Page 6 of 7

Traffic Responsive System Detector Detector Channel

Veh/Hr

Average Time(mins)

Occupancy Correction/10

Min Volume %

Queue 1 Detectors

System Detectors

Weight Factor

Default Data

Default Data Sample Interval:

Queue: 1

Input Selection: 0=Average

Vehical Detector

Level

Max Detector Presence

No Erratic Activity Count

Enter

Leave

Dial / Split / Offset

/ / Default Data

Vehical Detector Diagnostic Value 0

Special Detector Diagnostic Value 1

Max Detector Presence

No Erratic Activity Count

Detector

Diagnostic Value 0 Max No Erratic Presence Activity Count

Default Data - Diag 0 Values

Default Data - No Diag 1 Values

Default Data - No Diag 0 Valu

Pedestrian Detector Diagnostic Value 0

Pedestrian Detector Diagnostic Value 1

Special Detector

Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 0 Values Speed Trap Data Speed Trap: Detector 1

Detector_2

Default Data Volume Detector Data Report Interval Volume Controller Detector Detector Number Channel

Default Data

Page 7 of 7

Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 1 Values Dial/Split/Offset

Measurement: Distance :

Weight Factor

Default Data

Input Selection: 0=Average Detector Failed Level : 0

System Detectors

Queue:

Detector Failed Level : 0

Queue: 2

Queue 2 Detectors

// Default Data

Diagnostic Value 1 Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 1 Values Speed Trap Low Treshold

Speed Trap High Treshold

Overlaps

Overlaps

A Phase(s)

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

5

1

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

0 4.0 2.0 0 0

0 2.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 4.0 2.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

0 3.0 0.0 0 0

Green Yellow Red Stop Grn/Yel Phase Strat Green Phase Ring

Phase(s)

Concurrent Phases

Next Phase 2 3 4 1 6 7 8 5

Phase Ring 1 1 1 2 1 3 1 4 2 5 2 6 2 7 2 8

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

1

2

3

4

1

1

3

3

9

10

11

12

13

14

15

16

5

5

7

7

2

2

4

4

6

6

8

8

5

6

7

8

Alternate Sequences

BIU Port Addr Status

Alternate Sequences

127.00

2 Phase Pair(s)

Port 1 Data

3

4

5

6

7

8

9

10

11

12

13

14

15

1

3 4

1 2

5 6

1 2

3 4

1 2

7 8

1 2

3 4

1 2

5 6

1 2

3 4

1 2

2

0 0

3 4

0 0

5 6

5 6

3 4

0 0

7 8

7 8

3 4

7 8

5 6

5 6

3 4

3

0 0

0 0

0 0

0 0

0 0

5 6

0 0

0 0

0 0

7 8

0 0

7 8

7 8

5 6

4

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

7 8

Control

Channel

Default Data

Hardware Pins

Control

1

1 - Phase 1 RYG

2 - Veh Phase 2

2

2 - Phase 2 RYG

3 - Veh Phase 3

3

3 - Phase 3 RYG

4 - Veh Phase 4

4

4 - Phase 4 RYG

5 - Veh Phase 5

5

5 - Phase 5 RYG

6 - Veh Phase 6

6

6 - Phase 6 RYG

7 - Veh Phase 7

7

7 - Phase 7 RYG

8 - Veh Phase 8

8

8 - Phase 8 RYG

18 - Ped Phase 2

9

10 - Phase 2 DPW

20 - Ped Phase 4

10

12 - Phase 4 DPW

22 - Ped Phase 6

11

14 - Phase 6 DPW

24 - Ped Phase 8

12

16 - Phase 8 DPW

33 - Overlap A

13

17 - Overlap A RYG

34 - Overlap B

14

18 - Overlap B RYG

35 - Overlap C

15

19 - Overlap C RYG

36 - Overlap D

16

20 - Overlap D RYG

17 - Ped Phase 1

17

9 - Phase 1 DPW

19 - Ped Phase 3

18

11 - Phase 3 DPW

21 - Ped Phase 5

19

13 - Phase 5 DPW

23 - Ped Phase 7

20

15 - Phase 7 DPW

37 - Overlap E

21

21 - Phase 1 ONC

38 - Overlap F

22

22 - Phase 2 ONC

39 - Overlap G

23

23 - Phase 3 ONC

40 - Overlap H

24

24 - Phase 4 ONC

1 - Veh Phase 1

Channel

Coordination Data

/

Operation Mode: 0=Free

Offset Mode: 0=Beg Grn

Manual Dial: 1

Coordination Mode: 0=Permissive

Force Mode: 0=Plan

Manual Split: 1

Maximun Mode: 2=Max 2

Max Dwell Time: 0

Manual Offset: 1

Correction Mode: 0=Dwell

Yield Period: 0

Page 2 of 7

Hardware Pins

Dial/Split

General Coordination Data

Message 40

Cycle

Split Times and Phase Modes Dial / Ph.

Split Splits

Ph.

Ph. Mode

Traffic Plan Data Offset Time: Plan: //

Splits

Ph.

Ph. Mode

Alt. Sequence:

Splits

Ph. Mode

Mode:

Ph.

Rg 2 Lag Time:

Month: 3

Week: 2

End of Daylight Saving

Month: 11

Week: 1

Cycle Zero Reference Hours: 0

Ph. Mode

Rg 3 Lag Time:

Local TBC Data Start of Daylight Saving

Splits

Source 1 Day

Min: 0

Rg 4 Lag Time: Equate Days 2

3

4

5

6

7

Traffic Data PHASE FUNCTION Event

Day

Time :

D/S/O //

flash

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

AUX. Events Event

Program Day

Aux Ouputs Hour Min. 1 2 3

Det. Det. Det. Diag. Rpt. Mult100 Dimming D1 D2 D3

Special Function Outputs 1

2

3

4

5

6

7

8

Default Data - No Special Day(s) or Week(s) Programmed

Special Functions Function

SF1

Special Function 1

X

Special Function 2

SF2

SF3

SF4

SF5

SF6

SF7

SF8

X

Special Function 3

X

Special Function 4

X

Special Function 5

X

Special Function 6

X

Special Function 7

X

Special Function 8

X

Phase Function Phase Function Map

PF1

PF2

PF3 PF4

PF5

PF6 PF7

PF8

PF9

PF10

PF11

PF12

PF13

PF14

PF15

PF16

Dimming Data

Channel Red Yellow Green Alternate Default Data - No Dimming Programmed

Preemption Data General Preemption Data Flash > Preepmt 1, Preepmt 1 > Preempt 2, Preepmt 2 > Preempt 3, Ring 1 Min GRN/WLK = 4 Ring 2 Min GRN/WLK = 4

Page 3 of 7

Preepmt 3 = Preempt 4, Preepmt 4 = Preempt 5, Preepmt 5 = Preempt 6 Ring 3 Min GRN/WLK = 4 Ring 4 Min GRN/WLK = 4

Preempt 1 2 3 4 5 6

Select

Preempt Timers NonLink to Locking Preempt Delay Extend Duration No 0 0 0 0 No 1 0 0 0 No 0 0 0 0 No 0 0 0 0 No 0 0 0 0 No 0 0 0 0

Preempt 1 Exit Phase Phase Yes 4 Yes 8

Exit Calls No No

Preempt 2 Exit Phase Phase Yes 2 Yes 6

MaxCall Lock-Out 0 0 0 0 0 0 0 0 0 0 0 0

Preempt 3

Ped Clear 7 7 5 5 5 8

Yel 40 30 40 40 40 40

Red 20 10 20 20 20 20

Grn Ped 0 0 21 0 0 0 0 0 0 0 10 8

Preempt 4

Exit Calls No No

Exit Phase Phase Yes 2 Yes 6

Exit Calls No No

Exit Phase Phase Yes 2 Yes 6

Extend 0 0 0 0 0 0

Duration 0 0 0 0 0 0

Dwell 0 0 0 0 0 0

Max_Call 0 0 0 0 0 0

Return

Track

Dwell Red Green 20 15 10 15 20 10 20 10 20 10 20 10

Yel 40 30 40 40 40 40

Preempt 5

Exit Calls No No

Exit Phase Phase Yes 4 Yes 8

Exit Calls No No

Ped Clear Yel Red 0 40 20 0 40 20 8 40 20 8 40 20 8 40 20 8 40 20

Preempt 6 Exit Phase Phase No 1 Yes 2 No 3 No 4 No 5 Yes 6 No 7 No 8

Exit Calls Yes Yes Yes Yes Yes Yes Yes Yes

Priority Timers Priority 1 2 3 4 5 6

Non-Locking No No No No No No

Priority 1 Exit Phase Phase

Preempt 1

Page 4 of 7

Delay 0 0 0 0 0 0

Priority 2 Exit Calls

Exit Phase Phase

Priority 3 Exit Calls

Exit Phase Phase

Lock-Out 0 0 0 0 0 0

Priority 4 Exit Calls

Exit Phase Phase

Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases 0=Do not Skip Phases Priority 5

Exit Calls

Exit Phase Phase

Priority 6 Exit Calls

Exit Phase Phase

Exit Calls

Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Preempt 2 Ph. Track 1 Red 2 Red 3 Red 4 Green 5 Red 6 Red 7 Green 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Vehical Phases Dwell Red Red Green Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Pedestrian Phases Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp Track Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Vehical Phases Dwell Red Green Red Red Green Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

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

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

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

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Ph.

Vehical Phases Dwell Green Red Red Red Red Green Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp. Track

Ph Track 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

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

Overlaps Dwell

Cycle No No No No No No No No No No No No No No No No

Cycle No No No No No No No No No No No No No No No No

Preempt 3 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Preempt 4

Page 5 of 7

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Vehical Phases Dwell Red Green Red Red Green Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp. Track

Vehical Phases Dwell Red Red Green Red Red Red Red Green Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Pedestrian Phases Track Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

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

Vehical Phases Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Ph. Track

Pedestrian Phases Dwell Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk Don't Walk

Cycle No No No No No No No No No No No No No No No No

Ovlp. Track

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Overlaps Dwell Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Cycle No No No No No No No No No No No No No No No No

Preempt 5 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

Preempt 6 Ph. Track 1 Red 2 Red 3 Red 4 Red 5 Red 6 Red 7 Red 8 Red 9 Red 10 Red 11 Red 12 Red 13 Red 14 Red 15 Red 16 Red

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

System/Detectors Data

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

Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red Red

Local Critical Alarms Special Status 1: No Cycle Failure: No

Local Fash: No

Special Status 2: No

Local Free: No

Cycle Fault: No

Special Status 3: No

1st Phone:

Coord Failure: No

Coord Fault: No

Special Status 4: No

2nd Phone:

Conflict Flash: No

Premption: No

Special Status 5: No

Remote Flash: No

Voltage Monitor: No

Special Status 6: No

Revert to Backup: 15

Page 6 of 7

Traffic Responsive System Detector Detector Channel

Veh/Hr

Average Time(mins)

Occupancy Correction/10

Min Volume %

Queue 1 Detectors

System Detectors

Weight Factor

Default Data

Default Data Sample Interval:

Queue: 1

Input Selection: 0=Average

Vehical Detector

Level

Max Detector Presence

No Erratic Activity Count

Enter

Leave

Dial / Split / Offset

/ / Default Data

Vehical Detector Diagnostic Value 0

Special Detector Diagnostic Value 1

Max Detector Presence

No Erratic Activity Count

Detector

Diagnostic Value 0 Max No Erratic Presence Activity Count

Default Data - Diag 0 Values

Default Data - No Diag 1 Values

Default Data - No Diag 0 Valu

Pedestrian Detector Diagnostic Value 0

Pedestrian Detector Diagnostic Value 1

Special Detector

Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 0 Values Speed Trap Data Speed Trap: Detector 1

Detector_2

Default Data Volume Detector Data Report Interval Volume Controller Detector Detector Number Channel

Default Data

Page 7 of 7

Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 1 Values Dial/Split/Offset

Measurement: Distance :

Weight Factor

Default Data

Input Selection: 0=Average Detector Failed Level : 0

System Detectors

Queue:

Detector Failed Level : 0

Queue: 2

Queue 2 Detectors

// Default Data

Diagnostic Value 1 Max Detector Presence

No Erratic Activity Count

Default Data - No Diag 1 Values Speed Trap Low Treshold

Speed Trap High Treshold

Coordination Mode Data Date

Time

2/15/2013

MinDuration

Intersection Name

North & 124th

Source

Database

Operation Mode

1-Auto

Mode (Normal) Maximum Correction

2-Short Way

Offset Mode Force Mode Max Dwell Time

15

Yield Period

0

Manual Controls: Dial

1

Min Duration

Split

1

Offset

1 0

1

10:29:45

Coordination Timing Plan Data - Dial 1 Split 1 Date

Time

2/15/2013

10:30:17

Intersection Name

North & 124th

Source

Database

Cycle Length

90

Signal Plan

1

Offset

Startup Interval #

1

1 2 3

Flash Exit Interval

1

Calculated Cycle Length

90

Time

52 0 0

Interval

Time

Active

Flash Entry

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 32

6.0 9.0 8.0 8.0 3.5 1.5 10.0 4.0 6.0 9.0 3.0 3.0 3.5 1.5 10.0 4.0 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 0.0

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No No No No No

0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2

Coordination Timing Plan Data - Dial 2 Split 1 Date

Time

2/15/2013

10:30:17

Intersection Name

North & 124th

Source

Database

Cycle Length

70

Signal Plan

1

Offset

Startup Interval #

0

1 2 3

Flash Exit Interval

0

Calculated Cycle Length

70

Time

0 0 0

Interval

Time

Active

Flash Entry

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 32

9.0 9.0 8.0 8.0 3.5 1.5 0.0 0.0 5.0 5.0 8.0 8.0 3.5 1.5 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 0.0 0.0

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No No No No No

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3

Local TBC DST and Equate Data Date

Intersection Name

North & 124th

Source

Database

DST Begin

DST End

Cycle Zero Reference Time

Source

1 0 0 0 0 0 0 0 0 0 0 0

Equate1

2 0 0 0 0 0 0 0 0 0 0 0

2/15/2013

Month

Week

3

2

Month

Week

11

1

Hour

Minute

0

0

Equate 2

3 0 0 0 0 0 0 0 0 0 0 0

Equate 3

Time

Equate 4

4 0 0 0 0 0 0 0 0 0 0 0

5 0 0 0 0 0 0 0 0 0 0 0

1

10:32:03

Equate 5

6 0 0 0 0 0 0 0 0 0 0 0

Equate 6

7 0 0 0 0 0 0 0 0 0 0 0

Equate 7

0 0 0 0 0 0 0 0 0 0 0 0

Local TBC Traffic Data Date

Time

2/15/2013

10:32:46

Intersection Name

North & 124th

Source

Database

Day

HH

MM

Pattern

Group Func 1

2

3

4

1

1

6

30

1/1/1

0

0

0

0

2

1

23

0

Flash(DL/SP=5)

0

0

0

0

3

0

0

0

0

0

0

0

4

0

0

0

0

0

0

0

5

0

0

0

0

0

0

0

6

0

0

0

0

0

0

0

7

0

0

0

0

0

0

0

8

0

0

0

0

0

0

0

9

0

0

0

0

0

0

0

10

0

0

0

0

0

0

0

11

0

0

0

0

0

0

0

12

0

0

0

0

0

0

0

2

Local TBC Traffic Data Date

Time

2/15/2013

10:32:46

Intersection Name

North & 124th

Source

Database

Day

HH

MM

13

0

0

14

0

15

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

16

0

0

0

0

0

0

0

17

0

0

0

0

0

0

0

18

0

0

0

0

0

0

0

19

0

0

0

0

0

0

0

20

0

0

0

0

0

0

0

21

0

0

0

0

0

0

0

22

0

0

0

0

0

0

0

23

0

0

0

0

0

0

0

24

0

0

0

0

0

0

0

3

Local TBC Traffic Data Date

Time

2/15/2013

10:32:46

Intersection Name

North & 124th

Source

Database

Day

HH

MM

25

0

0

26

0

27

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

28

0

0

0

0

0

0

0

29

0

0

0

0

0

0

0

30

0

0

0

0

0

0

0

31

0

0

0

0

0

0

0

32

0

0

0

0

0

0

0

33

0

0

0

0

0

0

0

34

0

0

0

0

0

0

0

35

0

0

0

0

0

0

0

36

0

0

0

0

0

0

0

4

Local TBC Traffic Data Date

Time

2/15/2013

10:32:46

Intersection Name

North & 124th

Source

Database

Day

HH

MM

37

0

0

38

0

39

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

40

0

0

0

0

0

0

0

41

0

0

0

0

0

0

0

42

0

0

0

0

0

0

0

43

0

0

0

0

0

0

0

44

0

0

0

0

0

0

0

45

0

0

0

0

0

0

0

46

0

0

0

0

0

0

0

47

0

0

0

0

0

0

0

48

0

0

0

0

0

0

0

5

Local TBC Traffic Data Date

Time

2/15/2013

10:32:47

Intersection Name

North & 124th

Source

Database

Day

HH

MM

49

0

0

50

0

51

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

52

0

0

0

0

0

0

0

53

0

0

0

0

0

0

0

54

0

0

0

0

0

0

0

55

0

0

0

0

0

0

0

56

0

0

0

0

0

0

0

57

0

0

0

0

0

0

0

58

0

0

0

0

0

0

0

59

0

0

0

0

0

0

0

60

0

0

0

0

0

0

0

6

Local TBC Traffic Data Date

Time

2/15/2013

10:32:47

Intersection Name

North & 124th

Source

Database

Day

HH

MM

61

0

0

62

0

63

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

64

0

0

0

0

0

0

0

65

0

0

0

0

0

0

0

66

0

0

0

0

0

0

0

67

0

0

0

0

0

0

0

68

0

0

0

0

0

0

0

69

0

0

0

0

0

0

0

70

0

0

0

0

0

0

0

71

0

0

0

0

0

0

0

72

0

0

0

0

0

0

0

7

Local TBC Traffic Data Date

Time

2/15/2013

10:32:47

Intersection Name

North & 124th

Source

Database

Day

HH

MM

73

0

0

74

0

75

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

76

0

0

0

0

0

0

0

77

0

0

0

0

0

0

0

78

0

0

0

0

0

0

0

79

0

0

0

0

0

0

0

80

0

0

0

0

0

0

0

81

0

0

0

0

0

0

0

82

0

0

0

0

0

0

0

83

0

0

0

0

0

0

0

84

0

0

0

0

0

0

0

8

Local TBC Traffic Data Date

Time

2/15/2013

10:32:47

Intersection Name

North & 124th

Source

Database

Day

HH

MM

85

0

0

86

0

87

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

88

0

0

0

0

0

0

0

89

0

0

0

0

0

0

0

90

0

0

0

0

0

0

0

91

0

0

0

0

0

0

0

92

0

0

0

0

0

0

0

93

0

0

0

0

0

0

0

94

0

0

0

0

0

0

0

95

0

0

0

0

0

0

0

96

0

0

0

0

0

0

0

9

Local TBC Traffic Data Date

Time

2/15/2013

10:32:47

Intersection Name

North & 124th

Source

Database

Day

HH

MM

97

0

0

98

0

99

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

100

0

0

0

0

0

0

0

101

0

0

0

0

0

0

0

102

0

0

0

0

0

0

0

103

0

0

0

0

0

0

0

104

0

0

0

0

0

0

0

105

0

0

0

0

0

0

0

106

0

0

0

0

0

0

0

107

0

0

0

0

0

0

0

108

0

0

0

0

0

0

0

10

Local TBC Traffic Data Date

Time

2/15/2013

10:32:47

Intersection Name

North & 124th

Source

Database

Day

HH

MM

109

0

0

110

0

111

Pattern

Group Func 1

2

3

4

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

112

0

0

0

0

0

0

0

113

0

0

0

0

0

0

0

114

0

0

0

0

0

0

0

115

0

0

0

0

0

0

0

116

0

0

0

0

0

0

0

117

0

0

0

0

0

0

0

118

0

0

0

0

0

0

0

119

0

0

0

0

0

0

0

120

0

0

0

0

0

0

0

11

Date 8/19/2015

Intersection Name

124&North Ave.

Source

Database

Preempt Pre 1 Time Data Time 11:26:52

NonLock

0

SelPedClear

8

Link

0

SelRedClear

2.0

Delay

0

SelYelChange

4.0

Extend

0

TrackGreen

10

Duration

0

TrackPedClear

8

MaxCall

0

TrackRedClear

2.0

LockOut

0

TrackYelChange

4.0

DwellGreen

10

ReturnPedClear

8

ReturnRedClear

2.0

ReturnYelChange

4.0

1 2 Group Exit Calls

3

4

0 0 0 0

1

Preempt Load 1 Switch Data 8/19/2015

Date

Intersection Name

124&North Ave.

Source

Database

Veh 1

Veh 2

Veh 3

Track Green

0-R

0-Red

Dwell

0-R

Ped 1

Veh 4

Time 11:26:52

Veh 5 Veh 6

Veh A

Veh B

Veh C

Veh D

0-Re 0-Re

0-Re

0-Re

0-Re

0-Red

0-Red

0-Re

0-Re

0-Re

0-Re

0-Re

0-Red

Ped 2

Ped 3

Ped 4

Track Green

0-Re 0-Red

0-Re

0-Re

Dwell

0-Re 0-Red

0-Re

0-Re

Ped 5

Ped 6

Veh 7

Ped 7

Veh 8

Ped 8

Interval Enabled Signal Plan 1

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

Signal Plan 2

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

Signal Plan 3

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

Signal Plan 4

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

Interval

1

Split 1

0 0 0 0

0 0 0 0

Split 2

0 0 0 0

0 0 0 0

Split 3

0 0 0 0

0 0 0 0

Split 4

0 0 0 0

0 0 0 0

2

3

4

Exit Intervals

2

1

2

3

4

Date 8/19/2015

Preempt Pre 2 Time Data Time 11:28:08

Intersection Name Source

NonLock

SelPedClear

Link

SelRedClear

Delay

SelYelChange

Extend

TrackGreen

Duration

TrackPedClear

MaxCall

TrackRedClear

LockOut

TrackYelChange DwellGreen ReturnPedClear ReturnRedClear ReturnYelChange

1 2 Group Exit Calls

3

4

Preempt Load 2 Switch Data Date

8/19/2015

Time 11:28:08

Intersection Name Source

Veh 1

Veh 2

Veh 3

Veh 4

Ped 1

Ped 2

Ped 3

Ped 4

Veh 5 Veh 6

Veh 7

Veh 8

Veh A

Track Green Dwell

Ped 5

Ped 6

Ped 7

Ped 8

Track Green Dwell

Interval Enabled Signal Plan 1 Signal Plan 2 Signal Plan 3 Signal Plan 4

Interval Split 1 Split 2 Split 3 Split 4

1

2

3

4

Exit Intervals

1

2

3

4

Veh B

Veh C

Veh D

Date

Intersection Name Source

NonLock Skip Delay Extend Duration Dwell MaxCall LockOut

1

2

3

4

1

2

3

4

Group Exit Call Dial Split 1 Split 2 Split 3 Split 4

Preempt Low 2 Time Data 8/19/2015 11:28:08 Time

Signal Plan Data Date

Intersection Name

North & 124th

Source

Database

Signal Plan Number

1

2/15/2013

Time

10:25:29

Signal Drivers Interval

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 32

Group V1

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

1-Green

0-Red

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

2-Yellow

0-Red

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

7-Dark

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

7-Dark

2-Yellow

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

2-Yellow

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

7-Dark

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

2-Yellow

7-Dark

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers

Group P1

Interval

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 32

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers Interval

Group P8

1-Green

Group VA

Group VB

Group VC

Group VD

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 32

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Interval 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 32

Minimum Times

0.0 0.0 0.0 0.0 3.5 0.0 0.0 0.0 0.0 0.0 0.0 3.5 3.5 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 0.0 0.0 0.0

Actuation

Group Actuation

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

MCE Terminate

1 1 1 1 0 1 1 0 1 1 1 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Correction

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

Force Off

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

Interval 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 32

Hold

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 Transfer

0 0 0 0 0 1 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

Xfer to Plan 1

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

Xfer to Plan 2

0 0 0 0 0 1 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

Xfer to Plan 3

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

Xfer to Plan 4

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

Vehicle Memory Reset Interval Group V1 1 1 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

1 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 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 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 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 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 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 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

Pedestri Memory Reset Interval Group P1 1 1 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

Group P8

1 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 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 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 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 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 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 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

1

Date

Signal Plan Data

2/15/2013

Intersection Name

North & 124th

Source

Database

Signal Plan Number

2

Time

10:26:14

Signal Drivers Interval

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 32

Group V1

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

2-Yellow

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

2-Yellow

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers

Group P1

Interval

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 32

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

1-Green

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

3-Flashing Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers Interval

Group P8

1-Green

Group VA

Group VB

Group VC

Group VD

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 32

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Interval 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 32

Minimum Times

0.0 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 4.0 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 0.0 0.0 0.0 0.0 0.0 0.0

Actuation

Group Actuation

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

MCE Terminate

1 1 1 1 0 1 1 1 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Correction

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

Force Off

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

Interval 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 32

Hold

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 Transfer

0 0 0 0 0 1 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

Xfer to Plan 1

0 0 0 0 0 1 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

Xfer to Plan 2

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

Xfer to Plan 3

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

Xfer to Plan 4

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

Vehicle Memory Reset Interval Group V1 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

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

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

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

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

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

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

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

Pedestri Memory Reset Interval Group P1 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

Group P8

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

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

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

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

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

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

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

2

Date

Signal Plan Data

2/15/2013

Intersection Name

North & 124th

Source

Database

Signal Plan Number

3

Time

10:26:15

Signal Drivers Interval

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 32

Group V1

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers

Group P1

Interval

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 32

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers Interval

Group P8

0-Red

Group VA

Group VB

Group VC

Group VD

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 32

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Interval 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 32

Minimum Times

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 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

Actuation

Group Actuation

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

MCE Terminate

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

Correction

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

Force Off

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

Interval 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 32

Hold

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 Transfer

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

Xfer to Plan 1

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

Xfer to Plan 2

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

Xfer to Plan 3

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

Xfer to Plan 4

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

Vehicle Memory Reset Interval Group V1 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

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

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

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

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

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

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

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

Pedestri Memory Reset Interval Group P1 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

Group P8

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

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

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

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

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

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

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

3

Date

Signal Plan Data

2/15/2013

Intersection Name

North & 124th

Source

Database

Signal Plan Number

4

Time

10:26:15

Signal Drivers Interval

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 32

Group V1

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers

Group P1

Interval

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 32

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Signal Drivers Interval

Group P8

0-Red

Group VA

Group VB

Group VC

Group VD

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 32

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

0-Red

Interval 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 32

Minimum Times

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 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

Actuation

Group Actuation

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated 0-Not Actuated

0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B) 0- 1(A) + 2(B)

MCE Terminate

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

Correction

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

Force Off

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

Interval 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 32

Hold

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 Transfer

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

Xfer to Plan 1

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

Xfer to Plan 2

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

Xfer to Plan 3

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

Xfer to Plan 4

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

Vehicle Memory Reset Interval Group V1 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group V2

Group V3

Group V4

Group V5

Group V6

Group V7

Group V8

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

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

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

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

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

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

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

Pedestri Memory Reset Interval Group P1 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 28 0 29 0 30 0 31 0 32

0 0 0 0

Group P2

Group P3

Group P4

Group P5

Group P6

Group P7

Group P8

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

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

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

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

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

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

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

4

Unit General Control Data Date

Intersection Name

North & 124th

Source

Database

2/15/2013

Time

10:27:06

Startup Time

10

Group

1

Startup State

0-Flash

Non-Locking Members

0

Extend

Stop Time reset

2

3

4

0

0

0

0.0

0.0

0.0

0.0

Delay

0

0

0

Veh Recall

0-None

0-None

0-None

Ped Recall

0-None

0-None

0-None

0 I/O Modes

Input

Output

D Connector

0

4

1

0 0-None 0-None

Unit Remote Flash Data Date

2/15/2013

Time

Intersection Name

North & 124th

Source

Database

Veh 1

Veh 2

Veh 3

Veh 4

P Sig

0

0

0

0

Flash

1

1

0

0

Fl Yel

0

0

0

0

Fl Alt

1

0

0

0

Ped 1

Ped 2

Ped 3

Ped 4

P Sig

1

1

0

0

Flash

0

0

0

0

Fl Yel

0

0

0

0

Fl Alt

0

0

0

0

Veh D

Veh A

Veh B

Veh C

P Sig

0

0

0

0

Flash

0

0

0

0

Fl Yel

0

0

0

0

Fl Alt

0

0

0

0

10:27:35

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