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Stoney Creek Regional Facility Environmental Assessment

Traffic Detailed Impact Assessment Report DRAFT FOR DISCUSSION

65 Sunray Street, Whitby Ontario L1N 8Y3 Canada 11102771 | Report No 32 | June 198

Table of Contents 1.

Introduction ................................................................................................................................... 1 1.1

Background and Purpose .................................................................................................. 1

1.2

Description of the Preferred Landfill Footprint ................................................................... 2

1.3

Facility Characteristic Report ............................................................................................. 4

1.4

Traffic Study Team ............................................................................................................. 4

2.

Study Area .................................................................................................................................... 4

3.

Methodology ................................................................................................................................. 5

4.

Additional Investigations .............................................................................................................. 6

5.

Detailed Description of the Environment Potentially Affected ...................................................... 6 5.1

6.

7.

Road Network .................................................................................................................... 6

Intersection Traffic Operations ..................................................................................................... 7 6.1

Traffic Volumes .................................................................................................................. 7

6.2

2023 Future Background Traffic ........................................................................................ 7

6.3

SCRF Vehicle Operations .................................................................................................. 7

6.4

2023 Future Total Traffic .................................................................................................... 8

6.5

Intersection Operations ...................................................................................................... 8

6.6

Sightline Review................................................................................................................. 9

6.7

Road User Safety Implications ......................................................................................... 10

Traffic Net Effects ....................................................................................................................... 10 7.1

Potential Effects on Traffic ............................................................................................... 10

7.2

Proposed Mitigation and/or Compensation Measures ..................................................... 10

7.3

Net Effects ........................................................................................................................ 10

Figure Index Figure 1.1 Preferred Landfill Footprint ................................................................................................... 3 Figure 2.1

Traffic Local Study Area .................................................................................................... 5

Table Index Table 7.1.

Potential Effects, Proposed Mitigation and Compensation Measures, and Resulting Net Effects ....................................................................................................... 10

Appendices Appendix A Appendix B Appendix C Appendix D

Peak Hour Volumes Traffic Data Synchro Tables Synchro Reports DRAFT FOR DISCUSSION GHD | Draft Traffic Detailed Impact Assessment Report | 11102771| i

1.

Introduction This report documents the traffic impact assessment of the Preferred Landfill Footprint for the Environmental Assessment (EA) for landfill expansion at the Stoney Creek Regional Facility (SCRF). In the preceding Alternative Methods phase of the EA, a net effects analysis as well as a comparative evaluation of the six alternative landfill expansion options was carried out in order to identify a Preferred Alternative Landfill Footprint. The Preferred Landfill Footprint was determined to be Option #5 – Reconfiguration and Height Increase. The potential environmental effects and impact management measures to address the potential adverse environmental effects, and the remaining net effects following the application of the impact management measures were identified for the Preferred Landfill Footprint.

1.1

Background and Purpose

In March of 2018, the recommended landfill expansion option (Option # 5) was presented to the public, stakeholders and the Government Review Team (GRT) for comments and feedback. Following the stakeholder and agency engagement, the Recommended option was confirmed and Option # 5 became the ‘Preferred’ Landfill Footprint (also referred to as the Preferred Method). Following confirmation of the Preferred Landfill Footprint a detailed impact assessment was carried out. The intent of the impact assessment is to allow for additional details to be developed on the Preferred Landfill Footprint from a design and operations perspective and to then review the impact management measures and resultant net effects described in the Alternative Methods stage within the context of the more detailed design for the Preferred Landfill Footprint. Specifically, the following can be accomplished: • • • • •

Potential environmental effects can be identified with more certainty. More Site-specific impact assessment measures can be developed for application. Net environmental effects can be identified with more certainty. Appropriate monitoring requirements can be clearly defined. Specific approval/permitting requirements for the proposed undertaking can be identified.

At the completion of the impact assessment of the Preferred Landfill Footprint, the advantages and disadvantages to the environment of the Preferred Landfill Footprint were identified. Climate change mitigation and adaptation measures will also be reviewed as part of the detailed Site design established for the Preferred Landfill Footprint. In addition, during the impact assessment stage of the SCRF EA, Terrapure will complete an assessment of the cumulative effects of the proposed undertaking and other non-SCRF projects/activities that are existing, planned/approved or reasonably foreseeable within the Study Area A Facilities Characteristics Report (FCR) for the SCRF has been prepared so that potential environmental effects and mitigation or compensation measures identified for the Preferred Landfill Footprint during the Alternative Methods phase of the EA could be more accurately defined, along with enhancement opportunities and approval requirements. The discipline-specific work plans developed during the Terms of Reference outlined how impacts associated with the Preferred Landfill Footprint would be assessed. The results of these assessments have been documented in the following nine standalone Draft Detailed Impact Assessment Reports:    

Atmospheric including: 1) Air Quality and Odour; and, 2) Noise, Geology and Hydrogeology Surface Water Terrestrial and Aquatic

   

Transportation Land Use and Economic Design and Operations Human Health

DRAFT FOR DISCUSSION GHD | Draft Traffic Detailed Impact Assessment Report | 11102771| 1

1.2

Description of the Preferred Landfill Footprint

The proposed expansion of the SCRF will increase the overall size of the landfill. Vertical limits will extend higher increasing the peak height by approximately 2.5 m. Horizontal limits will extend further toward the north, back to original approved footprint of the SCRF. The area currently approved to accept industrial fill will be replaced with a base liner system to accept residual material. The proposed layout of the SCRF is presented in Figure 1.1 below. The limits of the base liner system will be expanded back to the original approved footprint of 59.1 ha. The overall Site area of 75.1 ha. will not change. The figure shows the final extent of the landfill area after the final cover has been installed (the Post-Closure phase). Minimum on-Site buffer distances of 30 m will be maintained around the perimeter of the residual material area throughout all phases. On-Site buffers currently extend to approximately 65 m in various areas along the east and south side of the Site, and up to approximately 130 m in the vicinity of the existing stormwater management facility in the northwest corner of the Site. These buffer distances will also be maintained. The proposed expansion of the SCRF will increase the approved capacity by 3,680,000 m 3, resulting in a total Site capacity of 10,000,000 1 m3 for post-diversion, solid, non-hazardous residual material. No changes are being proposed to the maximum approved fill rates of up to 750,000 tonnes of residual material in any consecutive twelve month period, or up to 8,000 tonnes per day. 0F

The SCRF will continue to accept post-diversion, solid, non-hazardous industrial residual material. The SCRF will no longer be approved to accept industrial fill material. The SCRF will continue to accept residual material from sources from within the Province of Ontario. The overall composition of the residual material is expected to remain relatively consistent as the main sources (i.e., steel making industry, soils from infrastructure development projects) will not change. Additional descriptive details on the design of the Preferred Landfill Footprint can be found in the detailed FCR.

1

The total Site capacity may increase to 10,180,000, pending the MOEEC approval of the current ECA Amendment Application noted in the Facility Characteristics Report.


Figure 1.1 Preferred Landfill Footprint


1.3

Facility Characteristic Report

The Facility Characteristic Report (FCR) presents preliminary design and operations information for the Preferred Landfill Footprint (Option #5) and provides information on all main aspects of landfill design and operations including. • • • • •

Site layout design including existing and proposed Site characteristics; stormwater management; leachate management; landfill gas management; and, landfill development sequence and daily operations.

The FCR also provides estimates of parameters relevant to the detailed impact assessment, including estimates of leachate generation, contaminant flux through the liner system, landfill gas generation, and traffic levels associated with waste and construction materials haulage.

1.4

Traffic Study Team

The traffic study team consisted of GHD staff. The actual individuals and their specific roles are provided as follows:

• •

2.

William Maria, P.Eng. – Traffic Engineer Adam Mildenberger, B.A., C.E.T. – Transportation Planner

Study Area From a traffic environment perspective, traffic conditions will be characterized through the consideration of intersections in the vicinity of the SCRF, and will not include traffic operations within the approved boundaries of the SCRF. The Study Area intersections that comprise the Local Study Area and that are to be assessed include: 1. Highway 20 at Green Mountain Road (signalized); 2. Highway 20 at Highway 20 Site Access (entrance only); 3. Highway 20 at Mud Street (signalized); 4. Mud Street at First Road West (signalized); 5. First Road West at First Road West Site Access (entrance and exit); 6. Mud Street at Isaac Brock Drive (signalized); and 7. Mud Street at Paramount Drive (signalized). The Local Study Area intersections are identified in Figure 2.1


Figure 2.1 Traffic Local Study Area

3.

Methodology The assessment of impacts associated with the Preferred Landfill Footprint was undertaken through a series of steps that were based, in part, on a number of previously prepared reports (Traffic Existing Conditions Report, Traffic Comparative Evaluation Technical Memorandum). The net effects associated with the Six Alternative Landfill Footprint Options identified during the Alternative Methods phase of the EA were based on Conceptual Designs. These effects were reviewed within the context of the detailed design plans developed for the Preferred Landfill Footprint, as identified in the FCR, to determine the type and extent of any additional investigations required to ensure a comprehensive assessment of net effects. Additional investigations were then carried out, where necessary, in order to augment the previous work undertaken. With these additional investigations in mind, the potential impact on the traffic environment of the Preferred Landfill Footprint was documented. With a more detailed understanding of the traffic environment developed, the previously identified potential effects and recommended impact management measures associated with the Preferred Landfill Footprint (documented in the Traffic Comparative Evaluation Technical Memorandum, March 2018) were reviewed to ensure their accuracy in the context of the preliminary design. Based on this review, the potential effects, mitigation or compensation measures, and net effects associated with the Preferred Landfill Footprint were confirmed and documented. In addition to identifying mitigation or compensation measures, potential


enhancement opportunities associated with the preliminary design for the Preferred Landfill Footprint were also identified, where possible. Following this confirmatory exercise, the requirement for monitoring in relation to net effects was identified, where appropriate. Finally, any traffic approvals required as part of the implementation of the Preferred Landfill Footprint were identified.

4.

Additional Investigations No additional investigations have been undertaken.

5.

Detailed Description of the Environment Potentially Affected 5.1

Road Network

The following roads provide access to the SCRF Site: •

Highway 20 (Upper Centennial Parkway) from Green Mountain Road to Mud Street is a northsouth oriented four lane undivided arterial road with a posted speed limit of 70 km/h. It has a rural cross-section with gravels shoulders.

•

Green Mountain Road from Highway 20 to First Road West is an east-west oriented two lane undivided local road with a posted speed limit of 60 km/h. The existing rural cross-section is currently being urbanized to include curb and gutters and sidewalk on the north side only. The west approach of Green Mountain Road at Upper Centennial Parkway will including an auxiliary left-turn lane by the 2023 future horizon year.

•

Mud Street from Highway 20 to Paramount Drive is an east-west oriented four lane divided arterial road with a posted speed limit of 70 km/h. It generally has a rural cross-section with gravel shoulders and a wide raised centre median with curb and gutter.

•

First Road West from Mud Street to Green Mountain Road is a north-south oriented two lane undivided local road with a posted speed limit of 60 km/h. The existing rural cross-section is currently being urbanized to include curb and gutters and sidewalk on the west side only. The north approach of First Road West at Mud Street will include auxiliary left- and right-turning lanes by the 2023 future horizon year.

•

Isaac Brock Drive intersects Mud Street and is a north-south oriented two-lane undivided collector road with a posted speed limit of 50 km/h north of Mud Street, and 40 km/h south of Mud Street. It has an urban cross-section with curb and gutter.

•

Paramount Drive intersects Mud Street and is a north-south oriented two-lane undivided collector road with a posted speed limit of 40 km/h north of Mud Street, and 50 km/h south of Mud Street. It has an urban cross-section with curb and gutter. Paramount Drive curves to the south of Mud Street into an east-west orientation, and transitions into Stone Church Road East which is an arterial road.


6.

Intersection Traffic Operations 6.1

Traffic Volumes

Traffic data was collected at all Local Study Area intersections fronting the subject Site (intersections 1 to 5, as per Figure 2.1) on Tuesday May 24, 2016, and at the Isaac Brock Drive and Paramount Drive intersections on Mud Street (intersection 6 and 7, as per Figure 2.1) on Tuesday October 31, 2017, during a.m. and p.m. peak periods. The resulting a.m. and p.m. peak hour existing volumes are summarized in Appendix A. Raw turning movement data sheets are provided in Appendix B.

6.2

2023 Future Background Traffic

To forecast the a.m. and p.m. peak hour intersection volumes to the 2023 horizon year, the following methodologies were applied: •

Corridor growth was considered by applying a 2.0% compounded annual growth rate to through movements only on Mud Street and Highway 20, representing the annual corridor growth of volumes traveling through the study area as a result of development growth outside the study area; and

•

Traffic generated by nearby approved future developments within the study area were also included, by reviewing Traffic Impact Study undertaken by Cole Engineering for the Red Hill Residential Development – Phase 2, dated March 2013, which included the following future development traffic: o

Victory: located in the northwest quadrant of the Green Mountain Road at Upper Centennial Parkway intersection, with the development proposal consisting of 408 residential units;

o

Red Hill Phase 1: located in the northeast quadrant of the Green Mountain Road at First Road West intersection, with the development proposal consisting of 248 residential units; and

o

Red Hill Phase 2: located in the northwest quadrant of the Green Mountain Road at First Road West intersection, with the development proposal consisting of 551 residential units.

The resulting a.m. and p.m. peak hour volumes for the 2023 future background condition are summarized in Appendix A, with the corridor growth volumes combined with the background development volumes to produce the 2023 future background volume.

6.3

SCRF Vehicle Operations

Material is currently received at the Site between the hours of 7:00 a.m. and 5:00 p.m. on weekdays only. Inbound trips to the Site are typically from the north entering from Upper Centennial Parkway, while outbound trips from the Site are typically from the First Road West exit heading southbound. The maximum annual tonnage of approved residual material received at the SCRF is restricted to 750,000 tonnes, with the maximum daily tonnage of approved residual material received at the Site not exceeding 8,000 tonnes. As per historical tonnage reports, the SCRF received an annual five-year average (20112015) of 704,652 tonnes. The highest recorded monthly five-year average of tonnage received was during July 2015 at 79,148 tonnes. Therefore it can be assumed that an average of approximately 3,598 tonnes were received daily based on July’s 22 weekdays (excluding statutory holidays), which would represent peak daily operations.


The daily maximum number of vehicles depositing waste at the Site is restricted to 250 vehicles. As per five-year historical waste vehicle counts (2011-2015) at the SCRF, the Site received an average of 24,415 vehicles per year, or approximately 100 vehicles per day. Based on the counts conducted on Tuesday May 24, 2016, overall from 7:00 a.m. to 9:00 a.m., a total of 18 truck trips were generated, including 3 inbound trips and 15 outbound trips. From 3:00 p.m. to 5:00 p.m., a total of 9 truck trips were generated, including 1 inbound trip and 8 outbound trips. In comparing these peak period truck volumes with the above estimated vehicles per day (100 trucks per day) as per historical tonnage rates, it is evident that truck volumes at the Site accesses do not significantly “peak” with the peak operating periods of the surrounding Local Study Area intersections. As a conservative approach for the purpose of the intersection operational analysis, based on the 250 daily maximum vehicles permitted to deposit waste at the Site and the generally random arrival and departure times of SCRF vehicles as noted above, the intersection analysis considers 250 SCRF vehicles arriving and departing over the Site’s 10 operating hours in an even distribution. Therefore the assumed a.m. and p.m. peak hour SCRF Site trips generated by the Site for the purpose of the intersection analysis is 25 two-way Site vehicles per hour. Based on the Site access configurations and road network layout, the Site vehicles were assigned as follows: •

It was assumed half of inbound Site vehicles would be originating from the Red Hill Valley Expressway to the west, thus entering the westernmost Site access via Mud Street then First Road West, and the remaining half of inbound Site vehicles would be originating from north of the Site via Highway 20, thus entering the easternmost Site access directly from Highway 20; and

•

As a result of the easternmost access being designated as inbound only, all outbound Site vehicles were assigned to the westernmost Site access on First Road West and subsequently south to Mud Street, with half destined west to the Red Hill Valley Expressway and half destined east to Highway 20, and subsequently northbound on Highway 20.

The resulting a.m. and p.m. peak hour volumes for the SCRF Site vehicles are summarized in Appendix A.

6.4

2023 Future Total Traffic

The 2023 future background volumes were combined with the SCRF Site vehicle volumes to produce the estimated a.m. and p.m. peak hour 2023 future total traffic volumes at the study area intersections, which are summarized in Appendix A.

6.5

Intersection Operations

As a measure of the capacity on the adjacent road network surrounding the SCRF at peak traffic periods, the Local Study Area intersections were analyzed using the peak operations turning movement volumes for the weekday a.m. and p.m. peak hours under the existing, 2023 future background, and 2023 future total traffic conditions. The capacity analysis identifies how well the intersections and driveways are operating. The analysis contained within this report utilized the Highway Capacity Manual (HCM) 2000 procedure within the Synchro Version 9 Software package. The reported intersection volume-to-capacity ratios (v/c) are a measure of the saturation volume for each turning movement, while the levels-of-service (LOS) are a measure of the average delay for each turning movement. Queuing characteristics are reported as the predicted 95th percentile queue for each turning movement. DRAFT FOR DISCUSSION GHD | Draft Traffic Detailed Impact Assessment Report | 11102771| 8

In accordance with the City of Hamilton’s Traffic Impact Study Guidelines, the analysis must highlight movements at signalized intersections where v/c ratios for through movements or shared through/turning movements will operate at 0.85 or greater, v/c ratios for exclusive movements will operate at 0.90 or greater, or queues for an individual movement are projected to exceed available turning lane storage. The analysis must also highlight movements at unsignalized intersections where LOS is “D” or greater, or queues for an individual movement are projected to exceed available turning lane storage. Signal timings were provided by the City, and incorporated in the analysis as required. As a conservative measure, to account for the expected slower acceleration rates of SCRF vehicles, compared to typical passenger cars, a passenger car equivalency unit (PCU) of 3.5 was applied to inbound SCRF Site vehicles (representing a full load), and a PCU of 2 was applied to outbound SCRF Site vehicles (representing an empty load). Therefore, despite the assumed peak hour SCRF Site traffic being 25 vehicles inbound and 25 outbound vehicles as previously discussed, the Synchro analysis reflects 88 inbound “passenger-car units” and 50 outbound “passenger-car units”. A summary of the capacity analysis for each intersection is provided in Appendix C, with detailed Synchro reports provided in Appendix D. The results of the Synchro analysis are as follows: •

All Local Study Area intersections are expected to operate acceptably under the 2023 future background and 2023 future total traffic conditions, with reserve capacity, acceptable levels of delay, and no significant queueing concerns;

•

The operational impact of the SCRF Site vehicles is negligible, and is not expected to be identifiable from a driver’s perspective;

•

There are no recommended improvements to the Local Study Area intersections in response to the SCRF Site vehicles; and

•

It is recommended that signal timings be optimized during the p.m. peak hour at the Mud Street intersections, at Paramount Drive and at First Road West, in response to background growth in traffic.

6.6

Sightline Review

The Site access on First Road West provides the only exit point for all waste trucks, with the vast majority of vehicles destined to the south towards Mud Street in order to access either the Red Hill Valley Expressway to the west or Highway 20 to the east. This access is also used as an entrance/exit point for Site vehicles, deliveries, construction equipment, and other Site-related activities. As this access is the only designated egress point onto the surrounding road network, a sightline review was conducted in order to determine if existing sightlines meet industry sight distance requirements. The Site access on Highway 20 is designated as entrance only, with the majority of waste trucks utilizing this access for Site entrance. Therefore, no sightline review is required. The First Road West access in its current location satisfies the sight distance requirements for trucks departing from the SCRF. First Road West has little deviation in the vertical and horizontal alignment of the roadway. The existing sight distance at this access greatly exceeds 200 m, which is the Transportation Association of Canada’s (TAC) sight distance requirement for a posted speed limit of 60 km/h (70 km/h design speed).


6.7

Road User Safety Implications

As per the satisfactory results of the intersection operational analysis and sightline review, the SCRF Site vehicles are not expected to result in any safety concerns for the study area. Furthermore, with respect to pedestrian safety specifically, safety concerns are not expected for the following reasons:

7.

•

With the urbanization of Green Mountain Road between Upper Centennial Parkway and First Road West, and First Road West between Green Mountain Road and Mud Street, pedestrian sidewalks will be constructed for the lengths of these segments on the side of the road opposite the SCRF;

•

SCRF Site vehicles will not be authorized to utilize Green Mountain Road, and will therefore will not utilize the future roundabout intersection of Green Mountain Road at First Road West; and

•

Upon completion of the sidewalk on the west side First Road West to Mud Street, it is expected a signalized pedestrian crossing will be constructed on the west approach of Mud Street at First Road West.

Traffic Net Effects As mentioned, the previously identified potential effects and recommended mitigation or compensation measures associated with the Preferred Landfill Footprint were reviewed to ensure their accuracy in the context of the preliminary design of the Preferred Landfill Footprint, based on the more detailed understanding of the traffic environment developed through the additional investigations. With this in mind, the confirmed potential effects, mitigation or compensation measures, and net effects are summarized in Table 7.1 and described in further detail in the sections below.

7.1

Potential Effects on Traffic

The Preferred Landfill Footprint is not expected to result in any additional daily SCRF truck traffic to current volumes generated by the Site. Furthermore, as per the results of the 2023 future conditions intersection analysis, assuming daily SCRF truck traffic was to increase to the maximum allowable 250 vehicles per day, the operational impact is expected to be negligible, with any change in intersections operations not expected to be identifiable from a driver’s perspective.

7.2

Proposed Mitigation and/or Compensation Measures

No improvements to the study area intersections are recommended in response to the SCRF Site truck traffic (Table 7.1).

7.3

Net Effects

Table 7.1. Potential Effects, Proposed Mitigation and Compensation Measures, and Resulting Net Effects Potential Effect Mitigation/ Compensation No change to the existing level of road user safety No mitigation measures required. and intersection Level of Service within the Local Study Area

Net Effect No net effects.


Appendices

GHD | Draft Traffic Detailed Impact Assessment Technical Report | 11102771

Appendix A Peak Hour Volumes

GHD | Draft Traffic Impact Assessment Technical Report | 11102771

First Road West (106)

(986)

(69)

25

403

29

Highway 20

 106

(50)

 16

(47)

Paramount Drive

Figure 1: Existing Traffic Volumes

832

22 (42)

(1022) 423

0

(0)

 

864

6 

(631)

0   

(0)

3

(0)

(0)

3 (0)

(5)

Entrance Only

36 (49)

(0)

Isaac Brock Drive

First Road West

(725)

(63) 21

 68

(22)

 349

(389)

613

11

172 

(22)

204 

(319)

(412)

(286)

220

(61)     58 (196) 172    

(222)

94

18

40 

(7)

500 

(75)

(36)

(812)

117

(44)     38 (40) 22    

(219) (833)

314

(2)

98

(7)

(32)

3

 3  657

(55)

59

11

143 

(21)

832 

(232)

(14)

(792)

236

(102)     40 (125) 25    

(98) (1000)

10

(22)

82

(25)  4  833

(166)

87

135 (154)

(138)

23

13 

(24)

657 

(31)

(1)

(796)

27

(18)

(281) 187

(123)

9

(126) 51

 71  938

(151)     46 (233) 125     (739)

 1

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   8  

AM Peak Hour Volumes PM Peak Hour Volumes

1

XX (XX)

Entrance & Exit

LEGEND

79

(132)

SCRF

(574)

8  14 

(11)

(9) (13)

11

(20)     9 (38) 71    

Highway 20

Mud Street


(1089)

(69)

25

445

29

Highway 20

 106

(50)

 16

(47)

Paramount Drive

Figure 2: 2023 Corridor Growth

919

22 (42)

(1128) 467

0

(0)

  954

6 

(697)

0   

(0)

3

(0)

(0)

3 (0)

(5)

Entrance Only

36 (49)

(0)

Isaac Brock Drive

First Road West

(800)

(63) 21

 68

(22)

 385

(429)

11

172 

677

(319)

(22)

225 

(455)

(316)

220

(61)     58 (196) 172    

(222)

94

40 

18

(75)

(7)

552 

(36)

(897)

117

(44)     38 (40) 22    

(219)

(920)

347

(2) 98

(7)

(32)

3

 3  725

(55)

59

143 

11

(232)

(21)

919 

(14)

(874)

236

(102)     40 (125) 25    

(98)

(1104)

10

(22) 82

(25)

 4  920

(166)

87

135 (154)

(138)

13 

23

(31)

(24)

725 

(1)

(879)

27

(18)

(281) 187

(123) 9

(126) 51

 71  1036

(151)     46 (233) 125     (816)

 1

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   8  


1

XX (XX)

Entrance & Exit

LEGEND

79

(132)

SCRF

(634)

8  14 

(11)

(9) (13)

11

(20)     9 (38) 71    

Highway 20

Mud Street


(1202)

(69)

25

491

29

Highway 20

 106

(50)

 16

(47)

Paramount Drive

Figure 3: 2028 Corridor Growth

1014

22 (42)

(1246) 516

0

(0)

  1053

6 

(769)

0   

(0)

3

(0)

(0)

3 (0)

(5)

Entrance Only

36 (49)

(0)

Isaac Brock Drive

First Road West

(884)

(63) 21

 68

(22)

 425

(474)

11

172 

747

(319)

(22)

249 

(502)

(349)

220

(61)     58 (196) 172    

(222)

94

40 

18

(75)

(7)

609 

(36)

(990)

117

(44)     38 (40) 22    

(219)

(1015)

383

(2) 98

(7)

(32)

3

 3  801

(55)

59

143 

11

(232)

(21)

1014 

(14)

(965)

236

(102)     40 (125) 25    

(98)

(1219)

10

(22) 82

(25)

 4  1015

(166)

87

135 (154)

(138)

13 

23

(31)

(24)

801 

(1)

(970)

27

(18)

(281) 187

(123) 9

(126) 51

 71  1143

(151)     46 (233) 125     (901)

 1

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   8  


1

XX (XX)

Entrance & Exit

LEGEND

79

(132)

SCRF

(700)

8  14 

(11)

(9) (13)

11

(20)     9 (38) 71    

Highway 20

Mud Street

First Road West

(0)

(0) 0

0

15

(44)

Highway 20

 0

(0)

 4

(11)

0

0 (0)

76 

(0)

11 

(66)

(8) (49)

22

(0)     0 (28) 43    

Green Mountain Road

Paramount Drive

Figure 4: "Victory" Site Trips

Isaac Brock Drive

(49) 76

0

(0)

 

22

0 

(66)

0   

(0)

0

(0)

(0)

0 (0)

(0)

Entrance Only

32 (99)

(0)

(14) 22

 11

(33)

 0

(0)

11

0

0 

(0)

0 

(0)

(33)

(0)

0

(0)     0 (0) 0    

(0)

0

0

First Road West

(0)

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (99) 32    

(21)

(14)

(14) (0)

32

 0  22

22

(0)

(0) 0

86

0

(57) 0

0

0 

(0)

32 

(0)

(0)

(99)

0

(0)     0 (0) 0    

(0)

0

0 (0)

(0)

0

0 

(0)

(71)

(0)

32 

(0)

(0)

(0)

 108

0

(0)

(0)

 0

(71)

0

(0)

0

 0  108

(0)     0 (0) 0     (99)

 0

Isaac Brock Drive

(0) 0

0

0

(0)

Paramount Drive

Mud Street

(0)

   0  


0

XX (XX)

Entrance & Exit

LEGEND

86

(57)

SCRF

Highway 20

Mud Street

First Road West

(0)

(0) 0

0

9

(0)

Highway 20

 0

(0)

 2

(0)

0

0

(0)

(0)

7  33 

(40)

(4) (22)

14

(0)     0 (18) 27    

Green Mountain Road

Paramount Drive

Figure 5: "Red Hill Phase I" Site Trips

Isaac Brock Drive

(22) 33

0

(0)

 

14

0 

(40)

0   

(0)

0

(0)

(0)

0 (0)

(0)

Entrance Only

21 (61)

(0)

(9) 13

 7

(20)

 0

(0)

7

0

0 

(0)

0 

(0)

(20)

(0)

0

(0)     0 (0) 0    

(0)

0

0

First Road West

(0)

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (61) 21    

(13)

(0)

(0) (0)

20

 0  0

0

(0)

(0) 0

67

0

(44) 0

0

0 

(0)

21 

(0)

(0)

(61)

0

(0)     0 (0) 0    

(0)

0

0 (0)

(0)

0

0 

(0)

(44)

(0)

21 

(0)

(0)

(0)

 67

0

(0)

(0)

 0

(44)

0

(0)

0

 0  67

(0)     0 (0) 0     (61)

 0

Isaac Brock Drive

(0) 0

0

0

(0)

Paramount Drive

Mud Street

(0)

   0  


0

XX (XX)

Entrance & Exit

LEGEND

67

(44)

SCRF

Highway 20

Mud Street

First Road West

(0)

(0) 0

0

18

(54)

Highway 20

 0

(0)

 4

(14)

0

0 (0)

32 

(0)

13 

(41)

(8) (19)

12

(0)     0 (33) 54    

Green Mountain Road

Paramount Drive

Figure 6: "Red Hill Phase II" Site Trips

Isaac Brock Drive

(19) 32

0

(0)

 

12

0 

(41)

0   

(0)

0

(0)

(0)

0 (0)

(0)

Entrance Only

49 (163)

(0)

(5) 8

 4

(12)

 8

(29)

8

0

16 

(0)

19 

(10)

(29)

(11)

4

(0)     0 (0) 0    

(12)

0

0

First Road West

(0)

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (122) 37    

(14)

(0)

(0) (41)

24

(21)  12  0

0

(0)

35

134

0

(82) 0

0 (0)

0 

(0)

37 

(0)

0

(122)

(0)

0

0

(0)     0 (0) 0    

(0)

(0)

0

0 

(0)

(82)

(0)

37 

(0)

(0)

(0)

 134

0

(0)

(0)

 0

(82)

0

(0)

0

 0  134

(0)     0 (0) 0     (122)

 0

Isaac Brock Drive

(0) 0

0

0

(0)

Paramount Drive

Mud Street

(0)

   0  


0

XX (XX)

Entrance & Exit

LEGEND

169

(103)

SCRF

Highway 20

Mud Street

First Road West

(0)

(0) 0

0

-1

(0)

Highway 20

 0

(0)

 0

(0)

0

0 (0)

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (0) -1    

Green Mountain Road

(0) 0

(0)

-3

0

(0)

(0)

-3 (0)

0

(0) 0 (0)

(0)

(0)

(0)

(0)

(0)

(-5)

(0)

(0)

Figure 7: Site Trip Redistribution

Isaac Brock Drive

First Road West

0

0

0 

0

(0)

(0)

0 

(0)

(0)

0

(0)     0 (0) -3    

(0)

0

0

0 

(0)

(0)

(0)

-3 

0

(0)

(0)

0

0 (0)

0 

(0)

(0)

0

-6 

(0)

0

0 (0)

Paramount Drive

(0)

(0)     0 (0) -3    

0

(0)

(0)     0 (0) 0    

-6

(0)

 0

0

 0

(0)

0

(0)

 -6

-8

 0

(-5)

0

(0)

 -14

0

 0

(-5)

(0)

0 

0    -6 

(0)

(0)

0

(0)

  (0)

 0

0

(0)

(0) 0

-6 

(-5)

Isaac Brock Drive

(0)     0 (0) 0     (0)

(0)

 -14

(0)

Mud Street

0

0

(0)

Paramount Drive

 -1

   -8  

Entrance Only

0 AM Peak Hour Volumes PM Peak Hour Volumes

(0)

XX (XX)

Entrance & Exit

LEGEND

-1

(0)

SCRF

Highway 20

Mud Street


(1089)

(69)

66

445

29

Highway 20

 106

(50)

 26

(72)

Paramount Drive

Figure 8: 2023 Future Background

919

22 (42)

(1218) 608

0

(0)

  1002

0 

(844)

0   

(0)

0

(0)

(0)

0 (0)

(0)

Entrance Only

138 (372)

(0)

Isaac Brock Drive

First Road West

(848)

(91) 64

 90

(87)

 393

(458)

11

188 

703

(329)

(22)

244 

(537)

(327)

224

(61)     58 (196) 169    

(234)

94

40 

18

(75)

(7)

549 

(36)

(897)

117

(44)     38 (322) 109    

(233)

(934)

423

(28)

(43) 114

(32)

38

 15  741

(55)

59

143 

11

(232)

(21)

1003 

(14)

(1156)

236

(102)     40 (125) 25    

(276)

(1296)

10

(22) 361

(25)

 4  1215

(166)

87

135 (154)

(138)

13 

23

(31)

(24)

809 

(1)

(1071)

27

(18)

(281) 187

(123) 9

(126) 51

 71  1331

(151)     46 (233) 125     (1098)

 0

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   0  


0

XX (XX)

Entrance & Exit

LEGEND

401

(336)

SCRF

(634)

39  155 

(158)

(29) (103)

59

(20)     9 (117) 194    

Highway 20

Mud Street


(1202)

(69)

66

491

29

Highway 20

 106

(50)

 26

(72)

Paramount Drive

Figure 9: 2028 Future Background

1014

22 (42)

(1336) 657

0

(0)

 

1101

0 

(916)

0   

(0)

0

(0)

(0)

0 (0)

(0)

Entrance Only

138 (372)

(0)

Isaac Brock Drive

First Road West

(932)

(91) 64

 90

(87)

 433

(503)

773

11

188 

(22)

268 

(329)

(584)

(360)

224

(61)     58 (196) 169    

(234)

94

18

40 

(7)

606 

(75)

(36)

(990)

117

(44)     38 (322) 109    

(233) (1029)

459

(28)

(43)

114

(32)

38

 15  817

(55)

59

11

143 

(21)

1098 

(232)

(14)

(1247)

236

(102)     40 (125) 25    

(276) (1411)

10

(22)

361

(25)  4  1310

(166)

87

135 (154)

(138)

23

13 

(24)

885 

(31)

(1)

(1162)

27

(18)

(281) 187

(123)

9

(126) 51

 71  1438

(151)     46 (233) 125     (1183)

 0

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   0  


0

XX (XX)

Entrance & Exit

LEGEND

401

(336)

SCRF

(700)

39  155 

(158)

(29) (103)

59

(20)     9 (117) 194    

Highway 20

Mud Street

First Road West

(0)

(12) 12

0

(0) 0

Highway 20

 0

(0)

 0

(0)

0

0 (0)

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (0) 0    

Green Mountain Road

Isaac Brock Drive

12

(0)

 

0

0 

(0)

0   

(0)

0

(0)

(0)

13 (13)

0

(12) 0 (0)

(25)

(0)

0

0

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (0) 0    

(0)

0

0

First Road West

(0)

(0)

0

0 

(0)

0 

(0)

(0)

(0)

 0

0

 0

(0)

(0)     0 (13) 13     (0)

(0)

(0) (0)

0

 0  0

0

(0)

(0) 0

0

(25) 0

0 (0)

0 

(0)

13 

(0)

0

(13)

(0)

0

0 (0)

(0)

(0)     0 (0) 0    

25

(25)

Paramount Drive

Figure 10: Site Trips

(0)

(0)

 25

0

 0

(25)

0

0 

(0)

(0) (0)

0

 0

0

(0)

(0) 0

13 

(0)

(0)

Isaac Brock Drive

(0)     0 (0) 0     (13)

 0

   25  

 25

(0)

Mud Street

0

0

(0)

Paramount Drive

0


Entrance & Exit

LEGEND XX (XX)

Entrance Only

(0)

(0)

SCRF

Highway 20

Mud Street


(1101)

(69)

66

457

29

Highway 20

 106

(50)

 26

(72)

Paramount Drive

Figure 11: 2023 Future Total Traffic

12

919

22 (42)

(1218) 608

(12)

 

1002

0 

(844)

0   

(0)

0

(0)

(0)

13 (13)

(25)

Entrance Only

138 (372)

(0)

Isaac Brock Drive

First Road West

(848)

(91) 64

 90

(87)

 393

(458)

703

11

188 

(22)

244 

(329)

(537)

(327)

224

(61)     58 (196) 169    

(234)

94

18

40 

(7)

549 

(75)

(36)

(897)

117

(44)     38 (335) 122    

(233)

(28)

(934)

423

(32)

38

(43)

114

(301)

 15  741

(55)

11

59 (21)

143 

(14)

1016 

(232)

236

(1169)

10

(1321)

386

(25)

(22)

(166)

87

135

 4  1240

(102)     40 (125) 25    

(154)

(138)

23

13 

(24)

822 

(31)

(1)

(1096)

27

(18)

(281) 187

(123)

9

(126) 51

 71  1356

(151)     46 (233) 125     (1111)

 0

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   25  


0

XX (XX)

Entrance & Exit

LEGEND

401

(336)

SCRF

(634)

39  155 

(158)

(29) (103)

59

(20)     9 (117) 194    

Highway 20

Mud Street


(1214)

(69)

66

503

29

Highway 20

 106

(50)

 26

(72)

Paramount Drive

Figure 12: 2028 Future Total Traffic

12

1014

22 (42)

(1336) 657

(12)

 

1101

0 

(916)

0   

(0)

0

(0)

(0)

13 (13)

(25)

Entrance Only

138 (372)

(0)

Isaac Brock Drive

First Road West

(932)

(91) 64

 90

(87)

 433

(503)

773

11

188 

(22)

268 

(329)

(584)

(360)

224

(61)     58 (196) 169    

(234)

94

18

40 

(7)

606 

(75)

(36)

(990)

117

(44)     38 (335) 122    

(233)

(28)

(1029)

459

(32)

38

(43)

114

(301)

 15  817

(55)

11

59 (21)

143 

(14)

1111 

(232)

236

(1260)

10

(1436)

386

(25)

(22)

(166)

87

135

 4  1335

(102)     40 (125) 25    

(154)

(138)

23

13 

(24)

898 

(31)

(1)

(1187)

27

(18)

(281) 187

(123)

9

(126) 51

 71  1463

(151)     46 (233) 125     (1196)

 0

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   25  


0

XX (XX)

Entrance & Exit

LEGEND

401

(336)

SCRF

(700)

39  155 

(158)

(29) (103)

59

(20)     9 (117) 194    

Highway 20

Mud Street

First Road West

(0)

(12) 44

0

(0) 0

Highway 20

 0

(0)

 0

(0)

25

0 (0)

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (0) 0    

Green Mountain Road

Figure 13: Site PCU Trips

Isaac Brock Drive

44

(0)

 

25

0 

(0)

0   

(0)

0

(0)

(0)

44 (13)

0

(12) 0 (0)

(25)

(0)

0

0

0 

(0)

0 

(0)

(0)

(0)

0

(0)     0 (0) 25    

(0)

0

0

First Road West

(0)

(0)

0

0 

(0)

0 

(0)

(0)

(0)

 0

0

 0

(0)

(0)     0 (13) 44     (0)

(0)

(0) (0)

0

(0)  0  0

0

(0)

25

(25) 0

0 (0)

0 

(0)

44 

(0)

0

(13)

(0)

0

0 (0)

(0)

Paramount Drive

(0)     0 (0) 0    

0

(25)

25

(0)

(0)

 25

0

 0

(25)

0

0 

(0)

(0) (0)

0

 0

0

(0)

(0) 0

44 

(0)

(0)

Isaac Brock Drive

(0)     0 (0) 0     (13)

 0

   50  

 25

(0)

Mud Street

0

0

(0)

Paramount Drive

0


Entrance & Exit

LEGEND XX (XX)

Entrance Only

(0)

(0)

SCRF

Highway 20

Mud Street


(1101)

(69)

66

489

29

Highway 20

 106

(50)

 26

(72)

Paramount Drive

Figure 14: 2023 Future Total PCU Trips

44

944

22 (42)

(1218) 608

(12)

 

1027

0 

(844)

0   

(0)

0

(0)

(0)

44 (13)

(25)

Entrance Only

138 (372)

(0)

Isaac Brock Drive

First Road West

(848)

(91) 64

 90

(87)

 393

(458)

703

11

188 

(22)

244 

(329)

(537)

(327)

224

(61)     58 (196) 194    

(234)

94

18

40 

(7)

549 

(75)

(36)

(897)

117

(44)     38 (335) 153    

(233)

(28)

(934)

423

(32)

63

(43)

114

(301)

 15  741

(55)

11

59 (21)

143 

(14)

1047 

(232)

236

(1169)

10

(1321)

386

(25)

(22)

(166)

87

135

 4  1240

(102)     40 (125) 25    

(154)

(138)

23

13 

(24)

853 

(31)

(1)

(1096)

27

(18)

(281) 187

(123)

9

(126) 51

 71  1356

(151)     46 (233) 125     (1111)

 0

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   50  


0

XX (XX)

Entrance & Exit

LEGEND

401

(336)

SCRF

(634)

39  155 

(158)

(29) (103)

59

(20)     9 (117) 194    

Highway 20

Mud Street


(1214)

(69)

66

535

29

Highway 20

 106

(50)

 26

(72)

Paramount Drive

Figure 15: 2028 Future Total PCU Trips

44

1039

22 (42)

(1336) 657

(12)

 

1126

0 

(916)

0   

(0)

0

(0)

(0)

44 (13)

(25)

Entrance Only

138 (372)

(0)

Isaac Brock Drive

First Road West

(932)

(91) 64

 90

(87)

 433

(503)

11

188 

773

(329)

(22)

268 

(584)

(360)

224

(61)     58 (196) 194    

(234)

94

40 

18

(75)

(7)

606 

(36)

(990)

117

(44)     38 (335) 153    

(233)

(28)

(1029)

459

(32)

63

(43)

114

(301)

 15  817

(55)

59

11

143 

(21)

(232)

(14)

1142 

236

(1260)

10

(1436)

386

(25)

(22)

(166)

87

135

 4  1335

(102)     40 (125) 25    

(154)

(138)

13 

23

(31)

(24)

929 

(1)

(1187)

27

(18)

(281) 187

(123)

9

(126) 51

 71  1463

(151)     46 (233) 125     (1196)

 0

Green Mountain Road

Isaac Brock Drive

58

(114) 182

Paramount Drive

Mud Street

(0)

   50  


0

XX (XX)

Entrance & Exit

LEGEND

401

(336)

SCRF

(700)

39  155 

(158)

(29) (103)

59

(20)     9 (117) 194    

Highway 20

Mud Street

Appendix B Traffic Data


Ontario Traffic Inc. Specified Period From: 6:00:00 9:00:00 To:

Morning Peak Diagram Municipality: Site #: Intersection: TFR File #: Count date:

Weather conditions:

Hamilton 1730500001

Person(s) who counted:

Mud St & Paramount Dr 1 31-Oct-17

** Signalized Intersection **

Major Road: Mud St runs W/E

North Leg Total: 703

Heavys 0

0

0

0

North Entering: 420

Trucks 6

North Peds:

One Hour Peak From: 8:00:00 9:00:00 To:

0

Peds Cross:

Heavys 0

1

3

10

Cars 176

50

184

410

Totals 182

51

187

East Leg Total: 2034

Trucks 11 Cars 272 Totals 283

East Entering:

1055

East Peds:

0

Peds Cross:

Paramount Dr Heavys Trucks Cars

Totals

Cars

Trucks Heavys Totals

0

1143

68

3

0

71

851

87

0

938

41

5

0

46

960

95

0

93

1050

N Mud St W Heavys Trucks Cars

Totals

0

7

118

125

0

60

597

657

0

0

13

13

0

67

728

Peds Cross:

Mud St S

Paramount Dr Cars 104

West Peds:

0

West Entering:

795

West Leg Total: 1938

E


912

67

0

979

86

131

240

Peds Cross:

Trucks 6

Trucks 0

1

4

5

South Peds:

Heavys 0

Heavys 0

0

0

0

South Entering: 245

87

135

Totals 110

Cars 23

Cars

Totals 23

Comments

0

South Leg Total: 355


Afternoon Peak Diagram Municipality: Site #: Intersection: TFR File #: Count date:

Weather conditions:

Hamilton 1730500001






Heavys 0

0

0

0

Heavys 0

North Entering: 521

Trucks 0

Trucks 9

North Peds:


2

Peds Cross:

6

3

9

Cars 114

120

278

512

Totals 114

126

281


Cars 485 Totals 494

East Entering:

1070

East Peds:

8

Peds Cross:


Totals

Cars


0

934

120

3

0

123

760

36

0

796

149

2

0

151

1029

41

0

36

898


Totals

0

1

232

233

0

30

709

739

0

0

31

31

0

31

972

Peds Cross:

Mud St S


West Peds:

1

West Entering:

1003


E


1139

35

0

1174

133

152

309

Peds Cross:

Trucks 8

Trucks 0

5

2

7

South Peds:

Heavys 0

Heavys 0

0

0

0

South Entering: 316

138

154

Totals 308

Cars 24

Cars

Totals 24

Comments

0


Ontario Traffic Inc. Total Count Diagram Municipality: Site #: Intersection: TFR File #: Count date:

Weather conditions:

Hamilton 1730500001






Heavys 0

0

0

0

North Entering: 1925

Trucks 9

North Peds:

3

Peds Cross:

Heavys 0

20

17

46

Cars 660

383

836

1879

Totals 669

403

853



East Entering:

4543

East Peds:

18

Peds Cross:


Totals

Cars


0

4548

351

13

0

364

3535

258

0

3793

375

11

0

386

4261

282

0

267

4281


Totals

0

21

721

742

0

214

2835

3049

0

1

105

106

0

236

3661

Peds Cross:

Mud St S


West Peds:

2

West Entering:

3897


E

Trucks 32 Heavys 0 Totals 895

Cars 86

Cars


4224

246

0

4470

432

553

1071

Peds Cross:

Trucks 0

27

15

42

South Peds:

Heavys 0

0

0

0

South Entering: 1113

459

568

Totals 86

Comments

0


Ontario Traffic Inc. Traffic Count Summary Intersection:

Count Date:

Mud St & Paramount Dr

31-Oct-17

Municipality:

North Approach Totals Hour Ending

6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00

Totals: Hour Ending

South Approach Totals

Includes Cars, Trucks, & Heavys Grand Left Thru Right Total

0 32 56 187 0 198 234

0 16 43 51 0 110 116

0 59 110 182 0 141 116

North/South Total Approaches

Total Peds

0 107 209 420 0 449 466

0 0 0 0 0 1 2

0 162 319 665 0 702 757

707 336 608 1651 East Approach Totals

3

2605


6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00

0 18 35 46 0 79 132

0 416 676 938 0 621 730

Totals:

310

3381

Hours Ending: Crossing Values:

6:00 0

0 3 25 71 0 95 105

Hamilton

0 437 736 1055 0 795 967

East/West Total Approaches

Total Peds

0 0 1 0 0 8 5

0 638 1196 1850 0 1734 1966

Hour Ending

6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00

Hour Ending

6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00


0 9 13 23 0 13 18

0 19 33 87 0 124 121

0 27 64 135 0 116 152

Total Peds

0 55 110 245 0 253 291

0 0 0 0 0 0 0

76 384 494 954 West Approach Totals

0


0 28 64 125 0 188 219

Total Peds

0 168 385 657 0 724 748

0 5 11 13 0 27 32

0 201 460 795 0 939 999

0 0 0 0 0 1 1

299 3990 14 7384 624 2682 Calculated Values for Traffic Crossing Major Street 7:00 8:00 9:00 15:00 16:00 17:00 60 113 297 0 344 379

88

3394

2

17:00 379

Ontario Traffic Inc. Count Date: 31-Oct-17

Site #: 1730500001

Passenger Cars - North Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:01:25 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:46:26

Left Cum 0 5 13 22 32 42 53 63 86 123 168 216 270 270 270 312 354 414 461 518 558 625 691 767 836 836 836

Thru Incr 0 5 8 9 10 10 11 10 23 37 45 48 54 0 0 42 42 60 47 57 40 67 66 76 69 0 0

Cum 0 2 6 12 14 22 26 37 53 63 76 87 103 103 103 127 157 189 208 240 263 289 320 354 383 383 383

Trucks - North Approach

Right Incr 0 2 4 6 2 8 4 11 16 10 13 11 16 0 0 24 30 32 19 32 23 26 31 34 29 0 0

Cum 0 8 28 42 58 69 99 131 168 214 250 293 344 344 344 371 409 446 483 512 546 571 599 631 660 660 660

Left

Incr 0 8 20 14 16 11 30 32 37 46 36 43 51 0 0 27 38 37 37 29 34 25 28 32 29 0 0

Cum 0 0 0 0 0 0 0 0 2 3 4 4 5 5 5 5 9 10 12 14 14 14 16 17 17 17 17

Thru Incr

Cum 0 0 0 0 0 0 0 0 2 1 1 0 1 0 0 0 4 1 2 2 0 0 2 1 0 0 0

0 1 1 2 2 3 3 4 6 6 6 7 7 7 7 9 9 10 12 13 14 15 16 18 20 20 20

Heavys - North Approach Right

Incr

Cum 0 1 0 1 0 1 0 1 2 0 0 1 0 0 0 2 0 1 2 1 1 1 1 2 2 0 0

Left

Incr 0 0 1 1 1 1 1 1 1 3 4 6 7 7 7 8 9 9 9 9 9 9 9 9 9 9 9

Cum 0 0 1 0 0 0 0 0 0 2 1 2 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

North Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 3 3 3 3 3

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0


Site #: 1730500001

Passenger Cars - East Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:01:25 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:46:26

Left Cum 0 2 3 14 18 28 33 38 52 59 71 84 93 93 93 104 122 148 169 198 226 260 300 334 375 375 375

Thru Incr 0 2 1 11 4 10 5 5 14 7 12 13 9 0 0 11 18 26 21 29 28 34 40 34 41 0 0

Cum 0 71 169 281 397 506 654 812 1052 1248 1471 1681 1903 1903 1903 2022 2158 2301 2451 2608 2775 2955 3147 3334 3535 3535 3535

Trucks - East Approach

Right Incr 0 71 98 112 116 109 148 158 240 196 223 210 222 0 0 119 136 143 150 157 167 180 192 187 201 0 0

Cum 0 0 0 0 3 5 10 17 25 39 58 74 93 93 93 109 137 155 185 203 231 257 288 317 351 351 351

Left

Incr 0 0 0 0 3 2 5 7 8 14 19 16 19 0 0 16 28 18 30 18 28 26 31 29 34 0 0

Cum 0 0 0 0 0 0 0 1 1 2 4 5 6 6 6 8 8 8 9 9 9 9 10 11 11 11 11

Thru Incr

Cum 0 0 0 0 0 0 0 1 0 1 2 1 1 0 0 2 0 0 1 0 0 0 1 1 0 0 0

0 6 9 13 19 25 27 30 40 62 79 104 127 127 127 146 164 180 200 208 222 226 234 249 258 258 258

Heavys - East Approach Right

Incr 0 6 3 4 6 6 2 3 10 22 17 25 23 0 0 19 18 16 20 8 14 4 8 15 9 0 0

Cum 0 0 0 0 0 0 0 1 3 4 5 5 6 6 6 8 9 9 9 9 10 10 11 11 13 13 13

Left

Incr

Cum 0 0 0 0 0 0 0 1 2 1 1 0 1 0 0 2 1 0 0 0 1 0 1 0 2 0 0

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

East Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 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 1 1 1 1 1 1 3 6 6 9 10 10 11 14 16 18 18 18

Incr 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 3 0 3 1 0 1 3 2 2 0 0


Site #: 1730500001

Passenger Cars - South Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:01:25 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:46:26

Left Cum 0 1 4 5 9 9 12 15 22 26 34 40 45 45 45 51 53 55 58 59 62 69 76 82 86 86 86

Thru Incr

Cum 0 1 3 1 4 0 3 3 7 4 8 6 5 0 0 6 2 2 3 1 3 7 7 6 4 0 0

0 3 4 7 15 18 24 33 43 60 79 105 129 129 129 163 198 219 243 280 299 334 360 397 432 432 432

Trucks - South Approach

Right Incr 0 3 1 3 8 3 6 9 10 17 19 26 24 0 0 34 35 21 24 37 19 35 26 37 35 0 0

Cum 0 7 14 17 25 39 54 74 87 120 150 181 218 218 218 249 276 303 330 357 401 439 480 514 553 553 553

Left

Incr 0 7 7 3 8 14 15 20 13 33 30 31 37 0 0 31 27 27 27 27 44 38 41 34 39 0 0

Cum

Thru Incr

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

Cum 0 0 0 0 0 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 2 4 4 6 7 9 9 9 10 10 10 10 13 17 19 20 22 22 23 24 26 27 27 27

Heavys - South Approach Right

Incr

Cum 0 0 2 0 2 0 2 1 2 0 0 1 0 0 0 3 4 2 1 2 0 1 1 2 1 0 0

0 0 0 0 2 2 2 2 4 6 7 8 8 8 8 9 9 10 12 13 13 13 14 15 15 15 15

Left

Incr

Cum 0 0 0 0 2 0 0 0 2 2 1 1 0 0 0 1 0 1 2 1 0 0 1 1 0 0 0

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

South Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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


Site #: 1730500001

Passenger Cars - West Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:01:25 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:46:26

Left Cum 0 9 16 20 27 32 49 66 84 108 140 168 202 202 202 246 291 331 385 434 489 543 604 663 721 721 721

Thru Incr 0 9 7 4 7 5 17 17 18 24 32 28 34 0 0 44 45 40 54 49 55 54 61 59 58 0 0

Cum 0 21 61 101 153 211 279 360 490 630 779 935 1087 1087 1087 1243 1402 1563 1765 1946 2126 2297 2483 2661 2835 2835 2835

Trucks - West Approach

Right Incr 0 21 40 40 52 58 68 81 130 140 149 156 152 0 0 156 159 161 202 181 180 171 186 178 174 0 0

Cum 0 1 1 5 5 7 11 14 16 18 20 24 29 29 29 34 38 46 55 59 74 81 87 98 105 105 105

Left

Incr 0 1 0 4 0 2 4 3 2 2 2 4 5 0 0 5 4 8 9 4 15 7 6 11 7 0 0

Cum 0 0 1 1 1 1 2 3 8 8 11 13 15 15 15 17 17 18 20 20 20 20 20 21 21 21 21

Thru Incr

Cum 0 0 1 0 0 0 1 1 5 0 3 2 2 0 0 2 0 1 2 0 0 0 0 1 0 0 0

0 1 3 6 15 23 36 49 63 78 93 110 123 123 123 135 151 166 169 173 184 187 199 205 214 214 214

Heavys - West Approach Right

Incr 0 1 2 3 9 8 13 13 14 15 15 17 13 0 0 12 16 15 3 4 11 3 12 6 9 0 0

Cum

Left

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

West Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 2 2 2 2

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



Weather conditions:

Hamilton 1730500002


Mud St & Isaac Brock Dr 1 31-Oct-17




Heavys 0

0

0

0

Heavys 0

North Entering: 94

Trucks 0

Trucks 6

North Peds:


0

Peds Cross:

3

0

3

Cars 58

6

27

91

Totals 58

9

27


Cars 34 Totals 40

East Entering:

877

East Peds:

0

Peds Cross:

Isaac Brock Dr Heavys Trucks Cars

Totals

Cars


0

1127

4

0

0

4

746

87

0

833

39

1

0

40

789

88

0

91

1036


Totals

0

3

22

25

0

54

778

832

0

1

142

143

0

58

942

Peds Cross:

Mud St S

Isaac Brock Dr Cars 187

West Peds:

1

West Entering:

1000


E


864

54

0

918

8

59

299

Peds Cross:

Trucks 5

Trucks 4

3

0

7

South Peds:

Heavys 0

Heavys 0

0

0

0

South Entering: 306

11

59

Totals 192

Cars 232

Cars

Totals 236

Comments

0




Weather conditions:

Hamilton 1730500002






Heavys 0

0

0

0

Heavys 0

North Entering: 44

Trucks 0

Trucks 5

North Peds:


0

Peds Cross:

0

2

2

Cars 18

1

23

42

Totals 18

1

25


Cars 156 Totals 161

East Entering:

1124

East Peds:

0

Peds Cross:


Totals

Cars


0

1184

21

1

0

22

960

40

0

1000

100

2

0

102

1081

43

0

43

1141


Totals

0

3

122

125

0

19

773

792

0

1

231

232

0

23

1126

Peds Cross:

Mud St S


West Peds:

0

West Entering:

1149


E


817

21

0

838

13

21

197

Peds Cross:

Trucks 3

Trucks 3

1

0

4

South Peds:

Heavys 0

Heavys 0

0

0

0

South Entering: 201

14

21

Totals 335

Cars 163

Cars

Totals 166

Comments

0


Ontario Traffic Inc. Total Count Diagram Municipality: Site #: Intersection: TFR File #: Count date:

Weather conditions:

Hamilton 1730500002






Heavys 0

0

0

0

North Entering: 280

Trucks 0

North Peds:

0

Peds Cross:

Heavys 0

5

6

11

Cars 163

12

94

269

Totals 163

17

100



East Entering:

3960

East Peds:

0

Peds Cross:


Totals

Cars


0

4726

63

2

0

65

3399

264

0

3663

221

11

0

232

3683

277

0

274

4452


Totals

0

8

270

278

0

198

3222

3420

0

6

741

747

0

212

4233

Peds Cross:

Mud St S


West Peds:

3

West Entering:

4445


E

Trucks 22 Heavys 0 Totals 996

Cars 890 Trucks 10 Heavys 0 Totals 900

Comments

Cars


3521

205

0

3726

25

205

1120

Peds Cross:

6

1

17

South Peds:

0

0

0


31

206

1


Ontario Traffic Inc. Traffic Count Summary Intersection:

Count Date:

Mud St & Isaac Brock Dr

31-Oct-17

Municipality:

North Approach Totals Hour Ending

6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00

Totals: Hour Ending

South Approach Totals


0 12 8 27 0 13 25

0 0 3 9 0 4 1

0 21 38 58 0 21 15


Total Peds

0 33 49 94 0 38 41

0 0 0 0 0 0 0

0 178 260 400 0 227 225


0

1290


6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00

0 10 14 40 0 33 81

0 257 498 833 0 705 853

Totals:

178

3146

Hours Ending: Crossing Values:

0:00 0

0 1 7 4 0 22 20

Hamilton

0 268 519 877 0 760 954


Total Peds

0 0 0 0 0 0 0

0 483 1014 1877 0 1793 2068

Hour Ending

6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00

Hour Ending

6:00:00 7:00:00 8:00:00 9:00:00 15:00:00 16:00:00 17:00:00


0 119 178 236 0 132 153

0 0 0 11 0 4 8

0 26 33 59 0 53 23

Total Peds

0 145 211 306 0 189 184

0 0 0 0 0 0 1


1


0 5 15 25 0 70 92

Total Peds

0 172 423 832 0 781 811

0 38 57 143 0 182 211

0 215 495 1000 0 1033 1114

0 0 0 1 0 1 1

54 3378 0 7235 207 3019 Calculated Values for Traffic Crossing Major Street 6:00 7:00 8:00 9:00 15:00 16:00 0 131 189 275 0 150

631

3857

3

17:00 187


Site #: 1730500002

Passenger Cars - North Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:02:16 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:47:11

Left Cum 0 1 4 9 12 14 14 18 20 25 33 41 47 47 47 54 55 57 58 65 71 73 80 85 94 94 94

Thru Incr

Cum 0 1 3 5 3 2 0 4 2 5 8 8 6 0 0 7 1 2 1 7 6 2 7 5 9 0 0

0 0 0 0 0 0 0 0 2 4 5 6 8 8 8 8 8 10 11 11 11 11 12 12 12 12 12


Right Incr

Cum 0 0 0 0 0 0 0 0 2 2 1 1 2 0 0 0 0 2 1 0 0 0 1 0 0 0 0

0 4 9 15 21 28 35 47 59 69 85 99 117 117 117 123 130 136 138 140 145 149 153 157 163 163 163

Left

Incr 0 4 5 6 6 7 7 12 12 10 16 14 18 0 0 6 7 6 2 2 5 4 4 4 6 0 0

Cum

Thru Incr

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 4 4 5 6 6 6 6

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 1 0 0 0

Right Incr

0 0 0 0 0 0 0 1 1 2 3 3 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5

Heavys - North Approach

Cum 0 0 0 0 0 0 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0

Left

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

North Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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


Site #: 1730500002

Passenger Cars - East Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:02:16 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:47:11

Left Cum 0 2 4 6 8 10 13 16 20 28 37 50 59 59 59 66 70 80 89 106 121 147 168 196 221 221 221

Thru Incr 0 2 2 2 2 2 3 3 4 8 9 13 9 0 0 7 4 10 9 17 15 26 21 28 25 0 0

Cum 0 48 100 178 241 324 434 565 713 880 1059 1246 1459 1459 1459 1605 1753 1919 2091 2253 2439 2662 2908 3142 3399 3399 3399


Right Incr 0 48 52 78 63 83 110 131 148 167 179 187 213 0 0 146 148 166 172 162 186 223 246 234 257 0 0

Cum 0 1 1 1 1 3 4 5 8 8 9 11 12 12 12 18 21 29 34 39 42 46 52 56 63 63 63

Left

Incr

Cum 0 1 0 0 0 2 1 1 3 0 1 2 1 0 0 6 3 8 5 5 3 4 6 4 7 0 0

0 1 1 1 2 2 3 3 4 4 4 5 5 5 5 7 7 8 8 9 9 10 10 10 11 11 11

Thru Incr

Cum 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 2 0 1 0 1 0 1 0 0 1 0 0

0 4 7 12 16 20 23 29 42 60 81 106 129 129 129 151 171 185 202 211 224 228 238 247 264 264 264

Heavys - East Approach Right

Incr 0 4 3 5 4 4 3 6 13 18 21 25 23 0 0 22 20 14 17 9 13 4 10 9 17 0 0

Cum

Left

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 2 2 2

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

East Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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


Site #: 1730500002

Passenger Cars - South Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:02:16 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:47:11

Left Cum 0 22 48 84 119 144 181 226 296 348 398 461 528 528 528 556 594 624 659 696 727 765 810 853 890 890 890

Thru Incr 0 22 26 36 35 25 37 45 70 52 50 63 67 0 0 28 38 30 35 37 31 38 45 43 37 0 0

Cum 0 0 0 0 0 0 0 0 0 3 5 6 8 8 8 9 9 10 10 11 12 16 18 21 25 25 25


Right Incr

Cum 0 0 0 0 0 0 0 0 0 3 2 1 2 0 0 1 0 1 0 1 1 4 2 3 4 0 0

0 2 8 15 26 34 41 51 59 74 86 101 118 118 118 132 149 165 170 176 184 186 193 197 205 205 205

Left

Incr 0 2 6 7 11 8 7 10 8 15 12 15 17 0 0 14 17 16 5 6 8 2 7 4 8 0 0

Cum 0 0 0 0 0 0 0 0 1 2 4 4 5 5 5 5 5 6 6 7 7 8 8 9 10 10 10

Thru Incr

Cum 0 0 0 0 0 0 0 0 1 1 2 0 1 0 0 0 0 1 0 1 0 1 0 1 1 0 0

Right Incr

0 0 0 0 0 0 0 0 0 1 1 2 3 3 3 5 5 5 5 5 5 5 5 5 6 6 6

Heavys - South Approach

Cum 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 2 0 0 0 0 0 0 0 0 1 0 0

Left

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1

Cum 0 0 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

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

South Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1

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


Site #: 1730500002

Passenger Cars - West Approach Interval Time 6:00:00 6:15:00 6:30:00 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 9:02:16 15:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:45:00 17:47:11

Left Cum 0 3 4 5 5 7 10 15 20 23 28 34 42 42 42 59 74 97 110 127 148 175 200 233 270 270 270

Thru Incr 0 3 1 1 0 2 3 5 5 3 5 6 8 0 0 17 15 23 13 17 21 27 25 33 37 0 0

Cum 0 20 63 105 161 237 316 413 534 722 916 1123 1312 1312 1312 1470 1653 1836 2042 2250 2449 2628 2831 3024 3222 3222 3222


Right Incr 0 20 43 42 56 76 79 97 121 188 194 207 189 0 0 158 183 183 206 208 199 179 203 193 198 0 0

Cum 0 11 20 30 38 48 60 71 94 125 161 201 236 236 236 281 323 366 416 467 510 564 625 682 741 741 741

Left

Incr 0 11 9 10 8 10 12 11 23 31 36 40 35 0 0 45 42 43 50 51 43 54 61 57 59 0 0

Cum

Thru Incr

0 0 0 0 0 0 0 0 0 1 2 2 3 3 3 3 3 4 5 5 5 6 7 7 8 8 8

Cum 0 0 0 0 0 0 0 0 0 1 1 0 1 0 0 0 0 1 1 0 0 1 1 0 1 0 0

0 1 3 6 11 21 33 46 61 76 88 99 115 115 115 129 146 162 166 171 179 181 188 194 198 198 198

Heavys - West Approach Right

Incr 0 1 2 3 5 10 12 13 15 15 12 11 16 0 0 14 17 16 4 5 8 2 7 6 4 0 0

Cum

Left

Incr 0 0 0 0 0 0 0 0 1 1 1 2 2 2 2 2 3 4 4 5 5 6 6 6 6 6 6

Cum 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 1 0 1 0 1 0 0 0 0 0

Thru Incr

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

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Right Incr

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

Pedestrians

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

West Cross

Incr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Incr 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 2 2 2 3 3 3 3 3 3 3

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

Accu-Traffic Inc. Specified Period From: 6:45:00 8:45:00 To:


Weather conditions:

Hamilton 1608300002 Upper Centennial Pkwy & driveway

Person counted: Person prepared: Person checked:

1 24-May-16

** Non-Signalized Intersection **

Major Road: Upper Centennial Pkwy runs N/S


Heavys 0

31

31

Heavys 45

North Entering: 423

Trucks 0

Trucks 11

North Peds:


0

Peds Cross:

8

8

Cars 0

384

384

Totals 0

423

Cars 808 Totals 864

Upper Centennial Pkwy Heavys Trucks Cars

Totals

1

3

0

2

N driveway W Heavys Trucks Cars

Totals

0

0

0

0

4

0

2

6

4

0

2

E

S

Upper Centennial Pkwy 808

810

Peds Cross:

West Peds:

0

Trucks 8

Cars 386

Trucks 0

11

11

South Peds:

West Entering:

6

Heavys 35

Heavys 1

45

46

South Entering: 867

Peds Cross:

West Leg Total: 9

Totals 429

Cars 2

Totals 3

Comments

864

0




Weather conditions:



1 24-May-16




Heavys 0

29

29

Heavys 28


Trucks 0

11

11

Trucks 4

982

982

North Peds:


Cars 0

0

Totals 631

1022

Totals 0

Peds Cross:

Cars 599


Totals

0

0

0

0


Totals

0

0

0

0

0

0

0

0

0

0

0

E

S


599

Peds Cross:

West Peds:

0

Trucks 11

Cars 982

Trucks 0

4

4

South Peds:

West Entering:

0

Heavys 29

Heavys 0

28

28

South Entering: 631

Peds Cross:

West Leg Total: 0

Totals 1022

Cars 0

Totals 0

Comments

631

0


Accu-Traffic Inc. Total Count Diagram Municipality: Site #: Intersection: TFR File #: Count date:

Weather conditions:



1 24-May-16




Heavys 1

131

132

Heavys 139


Trucks 0

Trucks 33

North Peds:

0

Peds Cross:

35

35

Cars 1

2620

2621

Totals 2

2786

Cars 2754 Totals 2926


Totals

3

6

0

3


Totals

0

0

2

2

9

0

2

11

9

0

4

E

S


2754

Peds Cross:

West Peds:

0

Trucks 35

Cars 2622

Trucks 0

33

33

South Peds:

West Entering:

13

Heavys 140

Heavys 2

139

141


Peds Cross:

West Leg Total: 19

Totals 2797

Cars 2

Totals 4

Comments

2924

0


Accu-Traffic Inc. Traffic Count Summary Intersection:

Upper Centennial Pkwy & drivewa North Approach Totals

Hour Ending


Count Date:

24-May-16

Municipality:

Hamilton South Approach Totals

Total Peds


Hour Ending

93 405 304 717 992

0 0 0 0 0

267 1249 922 1229 1609

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

0 3 1 0 0

174 844 618 512 617

0 0 0 0 0

Totals:


0

5276

S Totals:

0

Hour Ending


Total Peds



Hour Ending


Total Peds

0 0 0 0 0

1 5 5 1 1

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

0 0 0 0 0

93 405 304 715 992

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

0 0 0 0 0

0 0 0 0 0

Totals:

0

0

7:00 Hours Ending: Crossing Values: 0

0 0 0 2 0

0 0 0 0 0

0 0 0 0 0


0 0 0 1 1

174 841 617 512 617

0 0 0 0 0

0 0 0 13 W Totals: 2 0 Calculated Values for Traffic Crossing Major Street 8:00 9:00 16:00 17:00 0:00 0:00 0 0 1 1 0 0

0 0 0 0 0

Total Peds

1 5 5 0 0

1 5 5 1 1

0 0 0 0 0

11

13

0

0:00 0

Accu-Traffic Inc. Count Date: 24-May-16

Site #: 1608300002

Passenger Cars - North Approach Interval Time 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:30:15

Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

North Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

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

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

0 84 153 254 343 453 537 629 733 733 733 933 1158 1402 1638 1864 2108 2349 2620 2620 2620

0 84 69 101 89 110 84 92 104 0 0 200 225 244 236 226 244 241 271 0 0

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

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 0 0 0 0 0 0 0 0 0 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 2 3 8 9 10 11 11 11 11 14 16 22 24 28 29 32 35 35 35

0 1 1 1 5 1 1 1 0 0 0 3 2 6 2 4 1 3 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 0 0 0 0 0 0 0 0 0 0 0 0

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

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

0 8 14 22 27 36 45 53 58 58 58 63 77 93 102 112 120 128 131 131 131

0 8 6 8 5 9 9 8 5 0 0 5 14 16 9 10 8 8 3 0 0

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

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 0 0 0 0 0 0 0 0 0 0 0

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


Site #: 1608300002

Passenger Cars - East Approach Interval Time 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:30:15

Left

Thru


Right

Left

Heavys - East Approach

Thru

Right

Left

Thru

Pedestrians Right

East Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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


Site #: 1608300002

Passenger Cars - South Approach Interval Time 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:30:15

Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

South Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 0 0 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

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

0 169 341 558 747 959 1149 1333 1526 1526 1526 1696 1860 2015 2153 2313 2441 2597 2752 2752 2752

0 169 172 217 189 212 190 184 193 0 0 170 164 155 138 160 128 156 155 0 0

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

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

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 6 9 12 13 16 18 18 18 21 23 26 29 30 31 33 33 33 33

0 0 2 4 3 3 1 3 2 0 0 3 2 3 3 1 1 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 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

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

0 5 17 25 35 44 62 72 88 88 88 91 98 103 111 115 123 131 139 139 139

0 5 12 8 10 9 18 10 16 0 0 3 7 5 8 4 8 8 8 0 0

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

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

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

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


Site #: 1608300002

Passenger Cars - West Approach Interval Time 6:45:00 7:00:00 7:15:00 7:30:00 7:45:00 8:00:00 8:15:00 8:30:00 8:45:00 9:00:00 15:15:00 15:30:00 15:45:00 16:00:00 16:15:00 16:30:00 16:45:00 17:00:00 17:15:00 17:30:00 17:30:15

Left

Thru


Right

Left

Heavys - West Approach

Thru

Right

Left

Thru

Pedestrians Right

West Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2 2 2 2 2 2

0 0 0 0 0 0 0 0 0 0 0 0 0 1 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 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

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

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

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

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

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

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

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

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

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 2 3 5 5 8 9 9 9 9 9 9 9 9 9 9 9 9 9

0 1 0 1 1 2 0 3 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




Weather conditions:

Hamilton 1608300003 Upper Centennial Pkwy & Mud St


1 24-May-16




Heavys 4

27

2

33

Heavys 57

North Entering: 433

Trucks 2

Trucks 13

North Peds:

0

Peds Cross:

5

0

7

Cars 92

282

19

393

Totals 98

314

21

East Leg Total: 711

Cars 783

East Entering:

475

East Peds:

0

Peds Cross:

Totals 853 Upper Centennial Pkwy

Heavys Trucks Cars

Totals

Cars

44

667

62

2

4

68

335

3

11

349

52

1

5

58

449

6

20

8

615


Totals

11

1

160

172

13

4

187

204

19

5

148

172

43

10

495

West Peds:

0

West Entering:

548


E Mud St S

Upper Centennial Pkwy Cars 482

Peds Cross:



215

6

15

236

561

9

758

Peds Cross:

Trucks 11

Trucks 3

10

2

15

South Peds:

Heavys 51

Heavys 29

42

0

71

South Entering: 844

613

11

Totals 544

Cars 188

Cars

Totals 220

Comments

2





Weather conditions:



1 24-May-16




Heavys 4

18

6

28

Heavys 30


Trucks 1

Trucks 3

North Peds:

0

Peds Cross:

11

1

13

Cars 214

696

56

966

Totals 219

725

63

East Leg Total: 843

Cars 597

East Entering:

472

East Peds:

0

Peds Cross:


Heavys Trucks Cars

Totals

Cars

26

830

21

0

1

22

376

2

11

389

59

0

2

61

456

2

14

8

796


Totals

3

2

191

196

8

1

277

286

14

6

299

319

25

9

767

West Peds:

0

West Entering:

801


E Mud St S


Peds Cross:



355

2

14

371

385

22

613

Peds Cross:

Trucks 17

Trucks 5

1

0

6

South Peds:

Heavys 34

Heavys 11

26

0

37

South Entering: 656

412

22

Totals 1105

Cars 206

Cars

Totals 222

Comments

0



Weather conditions:



1 24-May-16




Heavys 15

108

11

134

Heavys 148


Trucks 5

Trucks 38

North Peds:

0

Peds Cross:

31

6

42

Cars 560

1892

146

2598

Totals 580

2031

163


Cars 2757

East Entering:

1706

East Peds:

0

Peds Cross:


Heavys Trucks Cars

Totals

Cars

133

2699

167

4

14

185

1241

16

45

1302

206

5

8

219

1614

25

67

41

2525


Totals

20

6

680

706

47

10

853

910 935

79

17

839

146

33

2372

West Peds:

1

West Entering:

2551


E Mud St S


Peds Cross:



1055

18

60

1133

1910

56

2690

Peds Cross:

Trucks 53

Trucks 20

28

2

50

South Peds:

Heavys 195

Heavys 73

114

2

189


2052

60

Totals 3185

Cars 724

Cars

Totals 817

Comments

4



Upper Centennial Pkwy & Mud St North Approach Totals

Hour Ending


Count Date:

24-May-16

Municipality:


Total Peds


Hour Ending

94 404 306 710 985

0 0 0 0 0

269 1212 902 1248 1627

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

38 165 156 182 220

175 808 596 538 642

0 2 0 2 0

Totals:


0

5258

S Totals:

4

Hour Ending


Total Peds



Hour Ending


Total Peds

0 0 0 0 0

148 896 785 886 1196

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

7 25 18 38 59

81 303 218 518 714

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

15 41 48 35 62

48 274 272 248 354

Totals:

201

1196


6 76 70 154 212

8 63 52 26 28

71 378 372 309 444


27 149 139 151 190

136 636 433 339 400

1 7 7 17 22

Total Peds

27 209 148 184 257

23 160 126 242 305

77 518 413 577 752

0 1 0 0 0


856

2337

1

0:00 0


Site #: 1608300003


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

North Cross

Cum

Incr

Cum

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Cum

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Cum

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Cum

Incr

Cum

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Cum

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Cum

Incr

Cum

Incr

Cum

Incr

0 6 11 19 26 29 32 39 45 45 45 55 66 78 90 105 119 132 146 146 146

0 6 5 8 7 3 3 7 6 0 0 10 11 12 12 15 14 13 14 0 0

0 72 124 197 258 344 407 474 540 540 540 678 845 1019 1196 1352 1527 1700 1892 1892 1892

0 72 52 73 61 86 63 67 66 0 0 138 167 174 177 156 175 173 192 0 0

0 6 17 36 51 76 92 114 143 143 143 192 242 293 346 391 452 499 560 560 560

0 6 11 19 15 25 16 22 29 0 0 49 50 51 53 45 61 47 61 0 0

0 1 2 3 3 3 3 3 3 3 3 3 3 5 5 5 5 5 6 6 6

0 1 1 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0

0 1 1 2 4 6 6 8 9 9 9 12 13 18 20 23 25 28 31 31 31

0 1 0 1 2 2 0 2 1 0 0 3 1 5 2 3 2 3 3 0 0

0 0 0 0 1 2 3 3 3 3 3 3 3 3 4 4 4 4 5 5 5

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

0 0 0 0 0 0 1 2 2 2 2 2 3 5 5 6 8 10 11 11 11

0 0 0 0 0 0 1 1 0 0 0 0 1 2 0 1 2 2 1 0 0

0 8 14 22 26 34 42 50 53 53 53 59 71 83 90 97 101 106 108 108 108

0 8 6 8 4 8 8 8 3 0 0 6 12 12 7 7 4 5 2 0 0

0 0 0 1 2 4 4 5 6 6 6 6 7 10 11 13 14 15 15 15 15

0 0 0 1 1 2 0 1 1 0 0 0 1 3 1 2 1 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


Site #: 1608300003


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

East Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 15 22 32 44 54 68 87 96 96 96 107 117 130 147 162 178 189 206 206 206

0 15 7 10 12 10 14 19 9 0 0 11 10 13 17 15 16 11 17 0 0

0 42 83 138 222 295 391 472 557 557 557 642 709 796 865 962 1035 1137 1241 1241 1241

0 42 41 55 84 73 96 81 85 0 0 85 67 87 69 97 73 102 104 0 0

0 8 21 35 47 62 79 92 109 109 109 117 127 132 146 153 157 159 167 167 167

0 8 13 14 12 15 17 13 17 0 0 8 10 5 14 7 4 2 8 0 0

0 0 1 2 2 2 2 2 3 3 3 3 3 3 5 5 5 5 5 5 5

0 0 1 1 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0

0 1 4 5 7 7 8 10 10 10 10 11 13 13 14 14 14 15 16 16 16

0 1 3 1 2 0 1 2 0 0 0 1 2 0 1 0 0 1 1 0 0

0 0 1 2 2 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4

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

0 0 0 0 0 0 4 4 5 5 5 5 6 6 6 6 7 7 8 8 8

0 0 0 0 0 0 4 0 1 0 0 0 1 0 0 0 1 0 1 0 0

0 5 7 11 16 20 23 27 27 27 27 30 31 33 34 36 39 44 45 45 45

0 5 2 4 5 4 3 4 0 0 0 3 1 2 1 2 3 5 1 0 0

0 0 0 3 6 6 8 8 10 10 10 11 12 13 13 13 13 14 14 14 14

0 0 0 3 3 0 2 0 2 0 0 1 1 1 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


Site #: 1608300003


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

South Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 35 60 90 125 181 218 263 313 313 313 377 421 469 518 570 619 670 724 724 724

0 35 25 30 35 56 37 45 50 0 0 64 44 48 49 52 49 51 54 0 0

0 131 268 422 557 723 851 980 1118 1118 1118 1228 1337 1439 1525 1626 1719 1808 1910 1910 1910

0 131 137 154 135 166 128 129 138 0 0 110 109 102 86 101 93 89 102 0 0

0 0 1 2 3 7 9 10 12 12 12 20 27 29 34 37 46 50 56 56 56

0 0 1 1 1 4 2 1 2 0 0 8 7 2 5 3 9 4 6 0 0

0 1 3 4 4 4 5 6 7 7 7 9 10 11 15 18 19 20 20 20 20

0 1 2 1 0 0 1 1 1 0 0 2 1 1 4 3 1 1 0 0 0

0 0 2 5 8 13 14 17 18 18 18 20 23 25 27 28 28 28 28 28 28

0 0 2 3 3 5 1 3 1 0 0 2 3 2 2 1 0 0 0 0 0

0 0 0 0 0 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2

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

0 2 4 6 10 18 25 32 39 39 39 45 52 61 62 66 68 71 73 73 73

0 2 2 2 4 8 7 7 7 0 0 6 7 9 1 4 2 3 2 0 0

0 5 18 21 27 36 48 58 69 69 69 72 77 80 88 93 101 108 114 114 114

0 5 13 3 6 9 12 10 11 0 0 3 5 3 8 5 8 7 6 0 0

0 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2

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

0 0 0 0 0 2 2 2 2 2 2 3 3 4 4 4 4 4 4 4 4

0 0 0 0 0 2 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0


Site #: 1608300003


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

West Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 26 54 102 138 169 214 257 298 298 298 349 398 445 489 537 576 631 680 680 680

0 26 28 48 36 31 45 43 41 0 0 51 49 47 44 48 39 55 49 0 0

0 25 62 116 172 223 273 317 359 359 359 416 473 522 576 643 701 769 853 853 853

0 25 37 54 56 51 50 44 42 0 0 57 57 49 54 67 58 68 84 0 0

0 21 47 73 114 156 188 218 262 262 262 332 397 481 540 598 681 764 839 839 839

0 21 26 26 41 42 32 30 44 0 0 70 65 84 59 58 83 83 75 0 0

0 0 0 1 1 1 2 2 2 2 2 3 3 4 4 4 5 6 6 6 6

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

0 0 0 0 0 1 2 3 4 4 4 5 7 9 9 9 10 10 10 10 10

0 0 0 0 0 1 1 1 1 0 0 1 2 2 0 0 1 0 0 0 0

0 0 1 1 3 3 4 7 8 8 8 8 9 10 11 12 12 15 17 17 17

0 0 1 0 2 0 1 3 1 0 0 0 1 1 1 1 0 3 2 0 0

0 1 2 2 4 6 10 12 15 15 15 16 17 17 17 18 19 19 20 20 20

0 1 1 0 2 2 4 2 3 0 0 1 1 0 0 1 1 0 1 0 0

0 2 4 6 8 12 13 19 21 21 21 26 33 37 39 42 43 46 47 47 47

0 2 2 2 2 4 1 6 2 0 0 5 7 4 2 3 1 3 1 0 0

0 2 9 13 20 24 30 34 39 39 39 45 55 60 65 69 74 77 79 79 79

0 2 7 4 7 4 6 4 5 0 0 6 10 5 5 4 5 3 2 0 0

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

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



Weather conditions:

Hamilton 1608300004 Mud St & First Rd W


1 24-May-16




Heavys 8

0

1

9

Heavys 2

North Entering: 95

Trucks 0

Trucks 0

North Peds:


0

Peds Cross:

0

0

0

Cars 74

10

2

86

Totals 82

10

3


Cars 41

East Entering:

698

East Peds:

0

Peds Cross:

Totals 43 First Rd W

Heavys Trucks Cars

Totals

Cars

43

856

2

0

1

3

621

4

32

657

33

0

5

38

656

4

38

5

808


Totals

1

0

21

22

37

6

457

500 40

2

1

37

40

7

515

West Peds:

2

West Entering:

562


E Mud St S

First Rd W Cars 80

Peds Cross:



550

6

41

597

18

91

222

Peds Cross:

Trucks 1

Trucks 1

0

0

1

South Peds:

Heavys 7

Heavys 3

0

3

6

South Entering: 229

18

94

Totals 88

Cars 113

Cars

Totals 117

Comments

0




Weather conditions:



1 24-May-16




Heavys 2

1

0

3

Heavys 3

North Entering: 137

Trucks 0

Trucks 0

North Peds:


0

Peds Cross:

0

0

0

Cars 96

31

7

134

Totals 98

32

7


Cars 46

East Entering:

879

East Peds:

1

Peds Cross:


Heavys Trucks Cars

Totals

Cars

34

986

2

0

0

2

800

5

28

833

44

0

0

44

846

5

28

5

947


Totals

3

0

37

40

21

3

788

812 75

0

0

75

24

3

900

West Peds:

0

West Entering:

927


E Mud St S

First Rd W Cars 150

Peds Cross:



830

3

22

855

7

35

93

Peds Cross:

Trucks 0

Trucks 0

0

0

0

South Peds:

Heavys 1

Heavys 4

0

1

5

South Entering: 98

7

36

Totals 151

Cars 51

Cars

Totals 55

Comments

0



Weather conditions:



1 24-May-16




Heavys 19

2

6

27

Heavys 8

North Entering: 403

Trucks 0

Trucks 0

North Peds:

0

Peds Cross:

0

0

0

Cars 295

67

14

376

Totals 314

69

20


Cars 174

East Entering:

2842

East Peds:

1

Peds Cross:


Heavys Trucks Cars

Totals

Cars

144

3323

14

0

2

16

2554

22

114

2690

128

0

8

136

2696

22

124

24

3155


Totals

6

0

117

123

130

18

2366

2514 212

6

1

205

142

19

2688

West Peds:

4

West Entering:

2849


E Mud St S

First Rd W Cars 400

Peds Cross:



2608

18

143

2769

43

228

577

Peds Cross:

Trucks 1

Trucks 2

0

0

2

South Peds:

Heavys 16

Heavys 11

0

7

18

South Entering: 597

43

235

Totals 417

Cars 306

Cars

Totals 319

Comments

0



Mud St & First Rd W North Approach Totals

Count Date:

24-May-16

Municipality:


Total Peds


Hour Ending

7 50 77 99 131

0 0 0 0 0

35 231 251 193 223

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

16 93 87 56 53

28 181 174 94 92

0 0 0 0 0

Totals:


0

933

S Totals:

0

Hour Ending


Total Peds



Hour Ending


Total Peds

0 0 0 0 1

186 1123 920 1266 1715

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

Hour Ending

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00


0 1 2 9 7

1 4 6 20 25

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

3 22 28 27 44

96 523 490 566 798

Totals:

124

2473


6 45 69 70 99

3 5 0 6 2

102 550 518 599 844


10 16 18 29 40

0 16 13 5 7

12 72 74 33 32

Total Peds

71 514 362 589 757

3 43 22 49 74

84 573 402 667 871

0 2 2 0 0


191

2597

4

0:00 0


Site #: 1608300004


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

North Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 0 0 0 0 1 1 2 2 2 2 4 7 7 7 9 10 13 14 14 14

0 0 0 0 0 1 0 1 0 0 0 2 3 0 0 2 1 3 1 0 0

0 0 0 0 0 4 5 7 10 10 10 16 23 30 36 45 48 55 67 67 67

0 0 0 0 0 4 1 2 3 0 0 6 7 7 6 9 3 7 12 0 0

0 6 17 25 36 49 64 84 110 110 110 124 148 175 199 227 241 272 295 295 295

0 6 11 8 11 13 15 20 26 0 0 14 24 27 24 28 14 31 23 0 0

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

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

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

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

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

0 0 0 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 1 1 1 1 4 4 5 6 6 6 6 6 6 6

0 0 0 0 0 0 1 0 0 0 0 3 0 1 1 0 0 0 0 0 0

0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2

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

0 0 0 1 2 2 2 5 10 10 10 13 15 15 16 16 17 17 18 19 19

0 0 0 1 1 0 0 3 5 0 0 3 2 0 1 0 1 0 1 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


Site #: 1608300004


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

East Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 3 7 9 13 22 27 41 46 46 46 52 64 72 84 90 102 116 128 128 128

0 3 4 2 4 9 5 14 5 0 0 6 12 8 12 6 12 14 12 0 0

0 89 165 286 423 579 729 879 1044 1044 1044 1229 1384 1578 1754 1958 2141 2344 2554 2554 2554

0 89 76 121 137 156 150 150 165 0 0 185 155 194 176 204 183 203 210 0 0

0 3 4 4 5 7 7 7 7 7 7 12 12 12 12 14 14 14 14 14 14

0 3 1 0 1 2 0 0 0 0 0 5 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 4 5 7 7 9 10 11 11 11 13 14 14 17 19 20 21 22 22 22

0 1 3 1 2 0 2 1 1 0 0 2 1 0 3 2 1 1 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 1 2 3 4 7 7 7 7 8 8 8 8 8 8 8 8 8 8

0 0 0 1 1 1 1 3 0 0 0 1 0 0 0 0 0 0 0 0 0

0 6 10 14 22 33 40 47 54 54 54 60 71 83 86 95 102 108 114 114 114

0 6 4 4 8 11 7 7 7 0 0 6 11 12 3 9 7 6 6 0 0

0 0 0 0 0 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2

0 0 0 0 0 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 1 1 1 1 1 1

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


Site #: 1608300004


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

South Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 16 36 55 77 106 141 169 190 190 190 211 227 244 255 268 279 293 306 306 306

0 16 20 19 22 29 35 28 21 0 0 21 16 17 11 13 11 14 13 0 0

0 0 1 7 11 16 22 25 29 29 29 29 32 34 36 36 37 41 43 43 43

0 0 1 6 4 5 6 3 4 0 0 0 3 2 2 0 1 4 2 0 0

0 12 22 42 63 82 105 125 154 154 154 163 175 185 193 203 213 217 228 228 228

0 12 10 20 21 19 23 20 29 0 0 9 12 10 8 10 10 4 11 0 0

0 0 0 0 0 0 0 0 1 1 1 1 2 2 2 2 2 2 2 2 2

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

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

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 2 3 4 4 5 5 5 5 6 6 7 8 9 10 11 11 11

0 0 1 0 1 1 1 0 1 0 0 0 1 0 1 1 1 1 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 1 2 3 3 4 4 4 5 5 6 6 6 6 6 7 7 7

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


Site #: 1608300004


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

West Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 10 15 16 22 26 32 37 43 43 43 51 63 70 80 88 100 107 117 117 117

0 10 5 1 6 4 6 5 6 0 0 8 12 7 10 8 12 7 10 0 0

0 65 161 288 409 534 647 750 866 866 866 1051 1224 1420 1578 1754 1937 2148 2366 2366 2366

0 65 96 127 121 125 113 103 116 0 0 185 173 196 158 176 183 211 218 0 0

0 3 5 9 26 43 50 57 63 63 63 83 94 110 130 144 169 184 205 205 205

0 3 2 4 17 17 7 7 6 0 0 20 11 16 20 14 25 15 21 0 0

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

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 5 7 9 10 11 11 11 12 12 14 15 16 16 18 18 18 18

0 0 0 3 2 2 2 1 1 0 0 1 0 2 1 1 0 2 0 0 0

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

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 0 0 0 1 1 1 1 2 3 3 3 4 6 6 6 6

0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 1 2 0 0 0

0 6 18 23 33 44 50 60 70 70 70 80 97 102 109 115 120 127 130 130 130

0 6 12 5 10 11 6 10 10 0 0 10 17 5 7 6 5 7 3 0 0

0 0 0 0 2 3 4 4 4 4 4 5 5 6 6 6 6 6 6 6 6

0 0 0 0 2 1 1 0 0 0 0 1 0 1 0 0 0 0 0 0 0

0 0 0 1 2 2 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4

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



Weather conditions:

Hamilton 1608300005 First Rd W & driveway


1 24-May-16


Major Road: First Rd W runs N/S


Heavys 0

4

0

4

Heavys 2

North Entering: 80

Trucks 0

Trucks 1

North Peds:


0

Peds Cross:

1

0

1

Cars 0

74

1

75

Totals 0

79

1

East Leg Total: 15

Cars 34

East Entering:

10

East Peds:

1

Peds Cross:


Heavys Trucks Cars

Totals

Cars


0

3

1

0

0

1

1

0

0

1

3

0

5

8

5

0

5

0

3


Totals

0

0

0

0

0

0

1

1

0

0

1

1

0

0

2

E driveway S

First Rd W Cars 78


4

0

1

5

33

2

37

Peds Cross:

West Peds:

0

Trucks 1

Trucks 0

1

0

1

South Peds:

West Entering:

2

Heavys 9

Heavys 0

2

1

3

South Entering: 41

36

3

Peds Cross:

West Leg Total: 5

Totals 88

Cars 2

Cars

Totals 2

Comments

0




Weather conditions:



1 24-May-16




Heavys 0

3

0

3

Heavys 2

North Entering: 134

Trucks 0

Trucks 0

North Peds:


0

Peds Cross:

0

0

0

Cars 2

129

0

131

Totals 2

132

0

East Leg Total: 7

Cars 47

East Entering:

6

East Peds:

0

Peds Cross:


Heavys Trucks Cars

Totals

Cars


0

3

0

0

0

0

1

0

0

1

2

0

3

5

3

0

3

0

3


Totals

0

0

0

0

0

0

1

1

0

0

1

1

0

0

2

E driveway S

First Rd W Cars 132


1

0

0

1

47

0

47

Peds Cross:

West Peds:

0

Trucks 0

Trucks 0

0

0

0

South Peds:

West Entering:

2

Heavys 6

Heavys 0

2

0

2

South Entering: 49

49

0

Peds Cross:

West Leg Total: 5

Totals 138

Cars 0

Cars

Totals 0

Comments

0



Weather conditions:



1 24-May-16




Heavys 0

15

0

15

Heavys 8

North Entering: 372

Trucks 0

Trucks 1

North Peds:

0

Peds Cross:

1

0

1

Cars 4

350

2

356

Totals 4

366

2

East Leg Total: 36

Cars 161

East Entering:

28

East Peds:

1

Peds Cross:


Heavys Trucks Cars

Totals

Cars


0

14

2

0

0

2

2

0

0

2

10

1

13

24

14

1

13

0

14


Totals

0

0

2

2

0

0

2

2

0

0

9

9

0

0

13

E driveway S

First Rd W Cars 369


7

0

1

8

157

3

168

Peds Cross:

West Peds:

0

Trucks 2

Trucks 0

1

0

1

South Peds:

West Entering:

13

Heavys 28

Heavys 0

8

1

9

South Entering: 178

166

4

Peds Cross:

West Leg Total: 27

Totals 399

Cars 8

Cars

Totals 8

Comments

0



First Rd W & driveway North Approach Totals

Count Date:

24-May-16

Municipality:


Total Peds


Hour Ending

7 49 65 86 128

0 0 0 0 0

18 89 93 125 178

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

1 3 2 2 0

11 40 28 39 50

0 0 0 0 0

Totals:


0

503

S Totals:

0

Hour Ending


Total Peds



Hour Ending


Total Peds

0 0 1 0 0

0 1 12 15 12

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

Hour Ending

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00


0 1 1 0 0

7 47 64 85 127

7:00:00 8:00:00 9:00:00 16:00:00 17:00:00

0 0 9 8 7

0 0 1 0 1

Totals:

24

2


0 1 0 1 1

0 1 0 0 1

0 1 10 8 9


0 0 0 2 0

10 35 24 37 50

0 0 1 0 1


0 2 2 0 0

Total Peds

0 0 1 5 2

0 0 2 7 3

0 0 0 0 0

8

12

0

0:00 0


Site #: 1608300005


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

North Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 0 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

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

0 6 17 24 36 51 66 85 110 110 110 130 159 192 225 259 274 316 350 350 350

0 6 11 7 12 15 15 19 25 0 0 20 29 33 33 34 15 42 34 0 0

0 0 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 4 4 4

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

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

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

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 2 3 3 4 6 7 7 8 9 9 10 11 12 12 13 15 15 15

0 1 0 1 1 0 1 2 1 0 1 1 0 1 1 1 0 1 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 0 0 0 0 0 0 0 0 0 0 0 0

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

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


Site #: 1608300005


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

East Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 0 0 0 0 0 1 2 3 3 3 5 5 5 5 7 9 10 10 10 10

0 0 0 0 0 0 1 1 1 0 0 2 0 0 0 2 2 1 0 0 0

0 0 0 0 0 0 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2

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

0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2

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

0 0 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 0 0 0 0 0 0 0 0

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

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

0 0 0 0 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 5 6 6 10 12 12 13 13 13 13 13 13 13

0 0 0 0 0 0 0 1 4 1 0 4 2 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 0

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

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

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

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


Site #: 1608300005


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

South Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

0 1 1 3 4 4 4 6 6 6 6 8 8 8 8 8 8 8 8 8 8

0 1 0 2 1 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0

0 10 17 22 33 43 54 57 66 66 66 74 91 100 112 121 135 147 157 157 157

0 10 7 5 11 10 11 3 9 0 0 8 17 9 12 9 14 12 10 0 0

0 0 0 0 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3

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

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

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

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

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

0 0 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 2 2 2 2 2 3 4 5 5 5 6 8 8 8 8

0 0 0 0 0 2 0 0 0 0 0 1 1 1 0 0 1 2 0 0 0

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

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

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


Site #: 1608300005


Left

Thru


Right

Left


Thru

Right

Left

Thru

Pedestrians Right

West Cross

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

Cum

Incr

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

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

0 0 0 0 0 0 0 0 1 1 1 1 1 1 2 2 2 2 2 2 2

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

0 0 0 0 0 0 1 1 1 1 1 5 5 6 6 6 7 8 9 9 9

0 0 0 0 0 0 1 0 0 0 0 4 0 1 0 0 1 1 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 0 0 0 0 0 0 0 0 0 0

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

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

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

City of Hamilton - Traffic Traffic Signal Controller Timing Data Intersection: Controller Type: Programmed By: Date:

f1: f2: f3: f4: f5: f6: f7: f8:

Mud St at First Rd West 3000E Page MF Installed By: Jan 22/18 Date:

Mud - EB, South Xwalk First Road West - NB, East Xwalk Mud - WB, North Xwalk First Road West - SB, West Xwalk

Flash Operation:

Red: Mud Red: First Road West

1

of

13

First Road West / Mud

5/11/18

CONTROLLER DATA

SEQUENCE/START-UP (MM-3-1-1) START-UP PHASES/INTERVAL/SEQUENCE 1 STARTUP

Phases Interval 0 Flash 10 Red 5.0 Sequence 3

2

Ring 1 Ring 2 Ring 3 Ring 4

RING

4

5

6

7

X

8

9

10

11

12

13

14

15

16

X

(0=Red, 1=Yel, 2= Grn, determines color of selected phases above on start-up) (0-255 seconds start-up flash time) (0-25.5 secs = length of first red after start-up if start-up in yellow or red) (2=single ring, 3=dual ring, 4=123/567+48, 5=12/56+3478, 6=1234/56+78, 7=1234/5678, 8=dual quad, 9=12ph

PHASE RING ASSIGNMENTS 1

3

(X = Enable for start-up phases. Must be compatible if more than one)

2

X = Phase assigned to ring (if used). Phases in different rings but same co-phase group can time together. 3

X

4

5

6

7

8

9

10

11

12

13

14

15

16

X X

X

CO-PHASE GRP 1-4 ASSIGNMENTS X = phase assigned to co-phase group. All ph's assigned to rings must be assigned to co-phase group. 1 COPHASE

CO PH 1 CO PH 2 CO PH 3 CO PH 4

Page _2__ of __18__

2

3

4

X

5

6

7

8

9

10

11

12

13

14

15

16

X X

X

CONT-2

Copyright Peek Traffic Systems, Inc.

5/11/18


CONTROLLER DATA PHASE RECALLS/MODES; MIN, MAX, etc. (MM-3-1-2-1-PGDN, etc.) USE 1 TO ALL 4 TIMING PLANS TP1 PHASE RECALLS

(X = ENABLE) 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

10

11

12

13

14

15

16

MIN RCL PHASE

MAX RCL

RECALLS

PED RCL SOFT REC

X

NON-LOCK

X

VEH OMIT PED OMIT WLK REST MAX II RED REST NO SKIP

TP2 PHASE RECALLS

(X = ENABLE) 1

2

3

4

5

6

7

8

9

MIN RCL PHASE RECALLS

MAX RCL PED RCL SOFT REC NON-LOCK

X

X


Page _3__ of __18__

CONT-3


First Road West / Mud (X = ENABLE) 1

2

3

4

5/11/18

CONTROLLER DATA TP3 PHASE RECALLS 5

6

7

8

9

10

11

12

13

14

15

16

10

11

12

13

14

15

16

MIN RCL PHASE

MAX RCL

RECALLS

PED RCL SOFT REC

X

NON-LOCK

X


TP4 PHASE RECALLS

(X = ENABLE) 1

2

3

4

5

6

7

8

9

MIN RCL PHASE

MAX RCL

RECALLS

PED RCL SOFT REC NON-LOCK

X

X


Page _4__ of __18__

CONT-4



5/11/18

CONTROLLER DATA

PHASE RECALLS/MODES; CNA, INH MAX, PED OPTIONS, etc. (MM-3-1-2-2)

ONLY 1 PLAN PER UNIT

(X = ENABLE) 1 CNA 1 PHASE

CNA 2

RECALLS

CNA 3

2

3

4

5

6

X

X

X

X

7

8

9

10

11

12

13

14

15

16

13

14

15

16

CNA 4 WRM INH MAX PED RECY FL WALK FDW->YEL FDW->RED COND PED

PHASE TIMES (MM-3-1-3-PGDN, etc.)

USE 1 TO ALL 4 TIMING PLANS TP1

1 PHASE TIMES

Initial Passage Yellow Red Walk Ped Clr Max 1

2

30 4.2 2.4 7 16 60

3

4

15 3.0 3.7 2.9 7 20 30

5

6

30 4.2 2.4 7 16 60

7

8

9

10

11

12

15 3.0 3.7 2.9 7 20 30

Max 2 Mx 3 Lim Mx 3 Adh TBR TTR Min Gap AI/Act

Page _5__ of __18__

CONT-5



CONTROLLER DATA

5/11/18

Max In

Page _6__ of __18__

CONT-6


First Road West / Mud 1 PHASE TIMES

Initial Passage Yellow Red Walk Ped Clr

2

3

30

4

5

15 3.0 3.7 2.9 7 20 30

4.2 2.4 7 16 60

Max 1

5/11/18

CONTROLLER DATA TP2 6

7

30

8

9

10

11

12

13

14

15

16

9

10

11

12

13

14

15

16

15 3.0 3.7 2.9 7 20 30

4.2 2.4 7 16 60

Max 2 Mx 3 Lim Mx 3 Adh TBR TTR Min Gap AI/Act Max In

TP3 1 PHASE TIMES


2

30 4.2 2.4 7 16 60

3

4

15 3.0 3.7 2.9 7 20 30

5

6

30 4.2 2.4 7 16 60

7

8

15 3.0 3.7 2.9 7 20 30


Page _7__ of __18__

CONT-7



5/11/18

CONTROLLER DATA TP4

1 PHASE TIMES


2

30 4.2 2.4 7 16 60

3

4

15 3.0 3.7 2.9 7 20 30

5

6

30 4.2 2.4 7 16 60

7

8

9

10

11

12

13

14

15

16

15 3.0 3.7 2.9 7 20 30


Page _8__ of __18__

CONT-8


5/11/18


CONTROLLER DATA VEHICLE DETECTOR ASSIGNMENTS (MM-3-1-4-1, PGDN etc.) (X = ASSIGN VEH DETECTOR TO THAT PHASE) DET/PH VEH

1

DET

2

ASSIGN-

3

MENTS

4

1

2

3

4

5

6

7

8

X

X

X X

X

X

X X

9

10

11

12

13

14

15

16

9

10

11

12

13

14

15

16

5 6 7 8 9 10 11 12 13 14

PED DETECTOR ASSIGNMENTS (MM-3-1-4-2) (X = ASSIGN PED DETECTOR TO THAT PHASE) DET/PH PED

1

DET

2

ASSIGN-

3

MENTS

4

1

2

3

4

5

6

7

8

X

X

X

X

5 6 7 8

Page _9__ of __18__

CONT-9



5/11/18

CONTROLLER DATA

DETECTOR MODES (MM-3-1-4-3)

VEH DET

DET

1

2

3

4

5

6

7

8

Mode

0

0

0

0

0

0

0

0

9

10

11

12

13

14

15

16

MODES

MODE 0 MODE 1 MODE 2 MODE 3 MODE 4

= Normal call and extend (default mode) = Call only, no extend = Stretch & Delay. Stretches call when phase is green, delays call when phase is red--see DET TIMES = Stop Bar 1. Detector disconnects if any gap in stop bar detector demand. Used when passage time based on loops set farther back = Stop Bar 2. Detector disconnects if stop bar timer times out. Similar to SB1 except it can be used with shorter stop bar loops DET

VEH DET

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

Lock

LOCKS

DETECTOR TIMES (MM-3-1-4-4) DET

1

2

3

4

5

6

7

8

DET

Delay

0

0

0

0

0

0

0

0

TIMES

Str/Stp DET

9

10

11

12

13

14

15

16

DET

Delay

0

0

0

0

0

0

0

0

TIMES

Str/Stp

Page _10__ of __18__

CONT-10



5/11/18

CONTROLLER DATA

SIMULTANEOUS GAP-OUT ENABLES (MM-3-1-9-4) Simultaneous Gap-Out Enable:

Y

Y/N; Y= Unit-Wide Enable for all enabled phases

(X = ENABLE) FUNC/PH SGO

1

2

3

4

5

X

Sim Gap

6

7

8

9

10

11

12

13

14

15

16

X

DUAL ENTRY (MM-3-1-6) Y

DUAL ENTRY ENABLE:

PG1

PH/CALLS

DUAL

1

ENTRY

2

ASSIGN-

3

MENTS

4

1

2

Y/N: Y=Enable Dual Entry. Note this is only one setting even though it appears on each controller screen. 3

4

5

6

7

8

9

10

11

12

13

14

15

16

X X

5 6

X

7 8

Page _11__ of __18__

X

CONT-11



SELECTION SOURCE (MM-3-2-2) Cycle Source: Split Source: Offset Source:

1 1 1

5/11/18

CONTROLLER DATA Entries determine how parameters get selected

0=TOD, 1=CL, 2=INT 0=TOD, 1=CL, 2=INT 0=TOD, 1=CL, 2=INT

Free Source: Flash Source: Inter-TOD Revert:

1 0=TOD, 1=CL, 2=INT 0 0=TOD, 1=CL, 2=INT 255 0-255 SECS

TOD = Time of day control by internal clock, CL = Closed loop (comm), INT = Interconnect. Inter-TOD Revert is time allowed after failed interconnect before unit reverts to TOD (Time Base) control.

COORD BASIC OPTIONS (MM-3-2-3) Reference to End (vs. begin) of Main St.: Use % (vs. secs) for Phase Allocation: Use % (vs. secs) for Offset Entry: Use Fixed (vs. floating) Force Offs: Permissive Type:

Page _12__ of __18__

N N N Y 0

Y/N: Y = Offset references to end of main st. green. N = Beginning of Main st. green. Y/N: Y = Phase allocations loaded as percent of 100. N = Allocations in seconds. Y/N: Y = Offset loaded as percent of 100. N = Offset loaded in seconds. Y/N: Y = Force offs are fixed to cycle. N=Force offs like max times, begin with green. 0-2: 0=Yield, 1= Single, 2= Multiple. See Permissives note below

CONT-12



5/11/18

CONTROLLER DATA

C/S TO TIMING PLAN (MM-3-2-9-6) USE THIS CHART WHEN 4 SPLITS/CYCLE = Y CYCLE

1

2

3

4

SPLIT

SPLIT 1

1

2

3

4

TO TIME

SPLIT 2

PLAN

SPLIT 3

5

6

(0-4 = TIME PLAN IMPLEMENTED WHEN SPLIT IN EFFECT)

SPLIT 4

CYCLES & OFFSETS (MM-3-2-4) NOTE: FIRST SPECIFY OFSET SEEKING MODE AND 4 SPLITS CYCLE MODE (ENHANCED OPTIONS, OPERATING MODES)

CYCLE & OFFSETS

Cycle # Length Offset 1 Offset 2 Offset 3 Offset 4 Offset 5 Max Dwell

1/1 90 2

2/1 120 98

3/1 120 81

4/1 140 58

32

32

32

32

COORD PHASES (MM-3-2-5) CYCLE

COORD PHASES

1

1-1 2-1 3-1 4-1

Page _13__ of __18__

2

X X X X

3

4

5

6

7

8

9

10

11

12

13

14

15

16

X X X X

CONT-13



5/11/18

CONTROLLER DATA

PHASE ALLOCATION (MM-3-2-6) ENTRY IN: PHASE

SECS 1

C1 S1 PHASE

C1 S2

ALLO-

C1 S3

CATION

2

% or Secs: Not a controller entry--for reference only. Controller entry is under basic options. 3

4

5

6

7

8

50

40

50

40

66

54

66

54

75

45

75

45

90

50

90

50

9

10

11

12

13

14

15

16

C1 S4

C2 S1 C2 S2 C2 S3 C2 S4

C3 S1 C3 S2 C3 S3 C3 S4

C4 S1 C4 S2 C4 S3 C4 S4

OFFSET SEEKING MODE (MM-3-2-7) Mode Offset Seeeking Mode:

Page _14__ of __18__

0

0

Add only, cycle times 20% slow only to get in sync

1 2

Dwell, cycle timer stops at cycle 0 up to max dwell time to get in step Short Route, cycle times 20% fast or slow--whichever gets in step fastest

CONT-14



5/11/18

CONTROLLER DATA

ENHANCED OPTIONS OPERATING OPTIONS (MM-3-2-9-1) Enhanced Perm: Central Override: No PCL Offset Adjust:

Y N N

Y/N: See note

Invert Free In:

Y/N: See note

Split Matrix:

Y/N: See note

4 Splits/Cycle: No Early Coord Ped:

Yield Percent EGB% RGB% # Cycles to out of step:

5 0 5 0

N N Y N

Y/N: See note Y/N: See note Y/N: See note Y/N: See note

0-10%: See note 0-100%: See note 0-100%: See note 0-255: 0=Disable

CYCLE SYNC OPTIONS (MM-3-2-9-2) Sync Source:

0

0-2, 0=TOD/CL/Interconnect, 1= City Zero, 2= Absolute

Charts below only For City Zero offfsets or Absolute (0's). These are not daily reference times for Sync Source Option 0 (see TOD). Cycle 1: Cycle 4:

0 0

Cycle 2: Cycle 5:

0 0

Cycle 3: Cycle 6:

0 0

MANUAL/AUTO FORCE OFFS & PERMS SET MANUAL MODE (MM-3-2-9-3-1) Auto Perm and FO: Ped Perm:

Page _15__ of __18__

Y 0

Y/N: Y = Perms & Force offs auto-calculated from phase allocations. N = Manually entered 0-255: 0 = Auto calculated. 1-255 = secs each ped perm, starting with vehicle permissives

CONT-15



5/11/18

CONTROLLER DATA

DAY PLANS (MM-3-3-1-#)

1

2

HH

MM

00 06 06 23

00 30 30 00

00 06 06 10 14 18 23

00 30 30 00 30 30 00

CIRCUIT PLAN

C

1

2 1 3 1

O

1

1 1 1 1

S

CKT

ON/OFF

11(FRE) 11(FRE)

ON OFF

11(FRE)

ON

11(FRE) 11(FRE)

ON OFF

11(FRE)

ON

1

1 1 1 1

WEEK PLANS (MM-3-3-3) Plan

SUN

MON

TUE

WED

THU

FRI

SAT

1

1

2

2

2

2

2

1

2 3 4 5

Page _16__ of __18__

CONT-16



5/11/18

CONTROLLER DATA

CIRCUIT OVERRIDES (MM-3-3-6) For each ciruit specify TOD (time of day controlled), or manually ON or OFF. Default = TOD CIRCUIT OVER-

RIDES

Circuit

65

66

67

68

69

70

71

72

Function

LL1

LL2

LL3

LL4

LL5

LL6

LL7

LL8

State Circuit

73

Function CN1 CIRCUIT OVER-

RIDES

74

75

76

77

78

79

80

CN2

CN3

CN4

WRM

MIN

DIM

CVS

State ON Circuit 113

114

115

116

ON 117

118

119

120

Function UD1

UD2

UD3

UD4

UD5

UD6

UD7

UD8

State Circuit 121

122

123

124

125

126

127

128

DP2

DP3

3CD

EVL

EML

ASC

DCP

ON

ON

Function

PH2

State DAYLIGHT SAVINGS (MM-3-3-7) DAY LIGHT SAVINGS

Spring

Fall

(0-12) (0-5) (0-12) (0-5) Month WOM Month WOM

3

2

11

Enter Month and Week of Month for Spring Forward and Fall Back days (typical 4 - 1 and 10 - 5). Unit will adjust at 2AM on Sunday of week specified. Enter zero (or leave blank) if Daylight Savings not used.

1

SYNC REFERENCE MODE (MM-3-3-8) Mode:

0

0 = Time dependent, 1 = C/O/S Event

Time Clock Reset:

HH

MM

00

00 TOD clock reset to by TBC input N Y/N; Y = Interrupter pulses provided 0 0-6 = Number of interrupter pulses HH MM 00 00 00 00

Interrupter: Pulses: TIME DEPENDENT

CYC 1:

CYCLE REFERENCES

CYC 4:

HH 00 00

MM 00 00

CYC 2: CYC 5:

HH 00 00

MM 00 00

CYC 3: CYC 6:

When mode = Time dependent, enter reference times of day for each cycle. Default = 00:00 = midnight = most commonly used reference. When mode = C/O/S Event, cycle restarts on each COS change. Only use this mode for specific reasons. Time dependent most common used mode.

Page _17__ of __18__

CONT-17



5/11/18

CONTROLLER DATA

CLOSED LOOP ID (MM-3-5-1) CLOSED

Master Type:

LOOP ID

1

0 = None, 1 = 3000 Series Master, 2 = 3800 EL master

Intersection ID

0-255

Master Identification

0-255 Y/N: Y = Incoming signal on Master port (2 or 3), gets echo'd on other port

Allow Comm Xfer Between Ports 2 & 3

COMM SET-UP (MM-3-5-2) PG1

0 = None, 2 = Port 2, 3 = Port 3 (Port to be used to receive Master Comm)

Master (CL) Port:

PORT

Monitor Port

0 = None, 2 = Port 2, 3 = Port 3 (Port to be used for Monitor Data Upload)

ASSIGN

Central Port:

0 = None, 2 = Port 2, 3 = Port 3 (Port to be used for Direct Dial-up Modem)

PG2

1200, 2400, 4800, 9600, 14400, 19200

Data Rate:

PORT 2

Parity

SETUP

Data bits

PG3

0 = None, 1 = Odd, 2=Even 0 = 7 bits, 1 = 8 bits 1200, 2400, 4800, 9600, 14400, 19200

Data Rate:

PORT 3

Parity

SETUP

Data bits

PG4

0 = None, 1 = Odd, 2=Even 0 = 7 bits, 1 = 8 bits Up to 40 charaters; A-Z, or # @ = , ! ; % \ &

Modem Set-up String:

PHONE NUMBERS (MM-3-5-3) PHONE

Y/N

Tone:

NUM-

Phone 1:

Number & control characters (W , ; # ' / T P) if used

BERS

Phone 2:

Number & control characters (W , ; # ' / T P) if used

LOG DATA (MM-3-5-5) PG1

Volume Log Sample period:

SAMPLE

Page _18__ of __18__

MOE Log Sample period:

60 60

0, 6, 10, 15, 20, 30, 60 minutes, Enabled by TOD Ckt. 125 (EVL) 0, 6, 10, 15, 20, 30, 60 minutes, Enabled by TOD Ckt. 126 (EML)

CONT-18


CITY OF HAIVlILTON TRAFFIC DIVISION

TRAFFIC SIGNAL CONTROLLER TIMING DATA INTERSECTION Green Mountain Rd @ Upper Centennial Pkwy 3000E PAGE CONTROLLER TYPE NM INSTALLED BY PROGRAMMED BY

DATE

20-May-14

1

OF

ÿ

DATE

u

°¢ b] dlf'l,

.... "ÿ-.ÿj't,"

it" •

..," ÿ,,,,.ÿ,l,ÿÿ

.......... L ÿ,_L ÿ b,,.x,H}i,ÿ,l.

I 'I I

•

.;

_ÿ--

GREEN MOUNTAIN ROAD

ÿ'";;,%'iÿ!h,-0 L .- ,..ÿÿ,,ÿ

V/aÿ,141I

)__

".

COMMENTS

Phase 2 - Upper Centennial NB, East Crosswalk Phase 4 - Green Mountain WB, North Crosswalk (Loops)

Phase 5 - Upper Centennial NBL (Loops) Pl]ase 6- Upper Centennial SB, West Crosswalk Phase 8 - Green Mountain EB, South Crosswalk (Loops)

Flash Operation: Red/Red

t

E

¢',I LO

0 l-d) {:L

8 (.o

@,1

im

13

o

o

"T iii .J ,.-I

I-

O o

0 fY I-

X

Z

0 0

co

X

Iÿ,

b-

X

X

X

X X

-tX

f-

X

eÿX

o

TT T ..ÿ

.ÿ..ÿ..ÿ..ÿ

-I-

13_ I:1.

"6

OO O O OO © ©

o

Eÿ

I:L I.U

z

o 0"ÿ ('q

(D

0

I-

D oÿ

E o

0 (0

If)

z 0 Z I E

v--I =I =J

0 .ÿw

Oÿ D

o ..J ,_I

F-

0

111

0 ©

z 0 ¢

111

111

Z

-.I ..J

0ÿ

W

nÿ

Wÿ

X

X

I

'T" O. r--

0

O,. I--"

"T,

d I1)

xÿ

M

X

tÿ

X

×

m < z m

CO

< z W II ÿ0

D

8 rÿ

d ,,°,i ÿ

L!q

_z

_ oÿ

coo

O9

-r

I- I-

a: rÿi

©

o nÿ

9

_I W .-ÿ

_I W -J

Io.W n,"

,o a_ nÿ

O9

-

o O n o

I11

0 0

. w ÿiÿ

Z

o

o I1)

I.U

o

0 >. 0

...I

o') Q.

o

E

cÿ LO C) Oÿ O4

a

(,9

}-0_

8 -o

if)

L. (ÿ .>

c (ÿ >ÿ (--

II

Z

.m

E o_

>

r-

c .o_

o

.c_

0 = (ÿ

u)

E

.c Q_ "o

E

0 L_

r-

o

a

8

o o II o

iii

/ /

0

I.O

kO

"T E-

Z 0 o

p-

Z 0 0

o o L_ o ii

o

o m O

E n

ii

z

< II O d kO O

Q

mm

rÿ

© E LL r- O-

En n

=08

RED COND PED

PHASE TIMES (MM-3-1-3-PGDN, etc.)

USE 1 TO ALL 4 TIMING PLANS TP1

1 PHASE TIMES

Initial 5 Passage 1.0 Yellow 3.0 Red Walk Ped Clr Max 1 10

2

25 3.5 4.2 2.4 7 19 98

3

4

5

6

10 3.0 3.3 3.1 10 21 50

5 1.0 3.0

25 3.5 4.2 2.4 7 19 98

10

7

8

9

10

11

12

10 3.0 3.3 3.1 10 21 50


Page _5_ of _23_

CONT-5


Mud St West @ Isaac Brock Dr/Echovalley Dr 1 PHASE TIMES


2

3

25 3.5 4.2 2.4 7 19 35

Max 1

4

2/28/17

CONTROLLER DATA TP2 5

10 3.0 3.3 3.1 10 21 32

6

7

25 3.5 4.2 2.4 7 19 35

8

9

10

11

12

13

14

15

16

9

10

11

12

13

14

15

16

10 3.0 3.3 3.1 10 21 32


TP3 1 PHASE TIMES

Initial 5 Passage 1.0 Yellow 3.0 Red Walk Ped Clr Max 1 10

2

25 3.5 4.2 2.4 7 19 98

3

4

5

6

10 3.0 3.3 3.1 10 21 50

5 1.0 3.0

25 3.5 4.2 2.4 7 19 98

10

7

8

10 3.0 3.3 3.1 10 21 50


Page _6_ of _23_

CONT-6


Mud St West @ Isaac Brock Dr/Echovalley Dr

2/28/17

CONTROLLER DATA TP4

1 PHASE TIMES


2

3

25 3.5 4.2 2.4 7 19 35

Max 1

4

5

10 3.0 3.3 3.1 10 21 32

6

7

25 3.5 4.2 2.4 7 19 35

8

9

10

11

12

13

14

15

16

10 3.0 3.3 3.1 10 21 32


DUAL ENTRY (MM-3-1-6) Y

DUAL ENTRY ENABLE:

PG1

PH/CALLS

DUAL

1

ENTRY

2

ASSIGN-

3

MENTS

4 5 6 7 8

Page _7_ of _23_

1

2

Y/N: Y=Enable Dual Entry. Note this is only one setting even though it appears on each controller screen. 3

4

5

6

7

8

9

10

11

12

13

14

15

16

X X X X X X X X

CONT-7


2/28/17


CONTROLLER DATA VEHICLE DETECTOR ASSIGNMENTS (MM-3-1-4-1, PGDN etc.) (X = ASSIGN VEH DETECTOR TO THAT PHASE) DET/PH

1

VEH

1

X

DET

2

ASSIGN-

3

MENTS

4

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

9

10

11

12

13

14

15

16

X X X X

5

X

6

X

7

X X

8 9

PED DETECTOR ASSIGNMENTS (MM-3-1-4-2) (X = ASSIGN PED DETECTOR TO THAT PHASE) DET/PH PED

1

DET

2

ASSIGN-

3

MENTS

4

1

2

3

4

X

5

6

7

8

X X

X

5 6

X

X

7 8

Page _8_ of _23_

X

X

CONT-8



2/28/17

CONTROLLER DATA

DETECTOR MODES (MM-3-1-4-3)

VEH DET

DET

1

2

3

4

5

6

7

8

Mode

0

0

0

0

0

0

0

0

DET

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

9

10

11

12

13

14

15

16

MODES

VEH DET

Lock

LOCKS

DETECTOR TIMES (MM-3-1-4-4) DET

1

2

3

4

5

6

7

8

DET

Delay

0

0

0

0

0

0

0

0

TIMES

Str/Stp DET

9

10

11

12

13

14

15

16

DET

Delay

0

0

0

0

0

0

0

0

TIMES

Str/Stp

Page _9_ of _23_

CONT-9


2/28/17


CONTROLLER DATA DETECTOR SWITCH AND COPY (MM-3-1-4-6-PGDN, etc.) Detector Switching

Enable

Detector Copy Group 1 Enable Detector Copy Group 2 Input Eneble

Y N N

Y/N; Y= Enable, detector switching per plans 1-16 is enabled Y/N; Y = Enable, detector copy per plans 1-16 is enabled Y/N; Y = Enable, the goupr 2 input is enabled. GP2 will then become selected copy group if input is active

Detector switching disconnects calls from the "From" phase and transfers them to the "To" phase when "To" phase is green. Detector copy simply copies calls from the "From" phase to the "To" phase, still retaining calls on "From" phase DET/PH DET

Ph Grns

SWITCH

Switch (TS1)

& COPY

G1 Copy

1 of 16

G2 Copy Notes:

From/To phases

1

DET

Ph Grns Switch (TS1)

& COPY

G1 Copy

3 of 16

G2 Copy

3

4

5

6

7

8

9

10

11

12

13

14

15

Swtch

G1C

G2C

16

1 From Ph: To Ph: 6 TS2 Det Switching requires "From" and "To" phases only --> 2. Det switch and copy operates at phase level and applies all calls from all detectors assigned to "From" phase = Specify the phases from which and to which calls get switched or copied for Switch, Group 1, and Group 2 copy.

1. Phase greens on "Switch" row apply to TS1 only, do not use for TS2

DET/PH SWITCH

2

1

2

3

4

5

6

7

8

9

10

11

12

From Ph: To Ph:

Page _10_ of _23_

CONT-10

13

14

15

Swtch

G1C

G2C

16

3 8


Mud St West @ Isaac Brock Dr/Echovalley Dr DET/PH DET

Ph Grns

SWITCH

Switch (TS1)

& COPY

G1 Copy

5 of 16

G2 Copy

1

2

3

4

2/28/17

CONTROLLER DATA 5

6

7

8

9

10

11

12

From Ph: To Ph: DET/PH DET

Ph Grns

SWITCH

Switch (TS1)

& COPY

G1 Copy

7 of 16

G2 Copy

1

2

3

4

5

6

7

8

9

10

11

12

From Ph: To Ph:

Page _11_ of _23_

CONT-11

13

14

15

Swtch

G1C

G2C

13

14

15

Swtch

G1C

G2C

16

5 2 16

7 4



2/28/17

CONTROLLER DATA

DYNAMIC OMITS (MM-3-1-9-1-1) DYNAM OMITS GP1 ENABLE:

Y

Y/N: Y=Enable. Note: This is one setting but appears on each screen. No input rquired for GP1.

(X = ENABLE)

GRP1-1

FUNC/PH

1

DYNAM.

OMIT PHS

X

OMITS

IF PH ON

ASSIGNMENTS

OR O/L

FUNC/PH

DYNAM.

OMIT PHS

OMITS

IF PH ON

MENTS

OR O/L

FUNC/PH

DYNAM.

OMIT PHS

OMITS

IF PH ON

MENTS

OR O/L

5

X

6

7

8

9

10

11

12

13

14

15

16

X

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

X X

X

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

X X

X

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

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

GRN

GRP1-4

FUNC/PH

DYNAM.

OMIT PHS

OMITS ASSIGN-

IF PH ON OR O/L

MENTS

4

GRN

GRP1-3

ASSIGN-

3

GRN

GRP1-2

ASSIGN-

2

GRN

Page _12_ of _23_

CONT-12



2/28/17

CONTROLLER DATA

DYNAMIC RECALLS (MM-3-1-9-1-2) Y

DYN. RECALL GP1 ENABLE:

Y/N: Y=Enable. Note: This is one setting but appears on each screen. No input rquired for GP1.

(X = ENABLE)

GRP1-1

FUNC/PH

DYNAM.

RCL PHS

RECALLS ASSIGN-

IF PH ON OR O/L

MENTS

GRP1-2

FUNC/PH RCL PHS

RECALLS ASSIGN-

IF PH ON OR O/L

GRP1-3

FUNC/PH RCL PHS

RECALLS ASSIGN-

IF PH ON OR O/L

GRP1-4

4

5

X

6

7

8

9

10

11

12

13

14

15

16

F

G

H

I

J

K

L

M

N

O

P

6

7

8

9

10

11

12

13

14

15

16

H

I

J

K

L

M

N

O

P

8

9

10

11

12

13

14

15

16

X

X A

B

C

D

E

1

2

3

4

5

X

X X

A

B

C

1

2

3

D

E

F

G

4

5

6

7

X

X X

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

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

GRN FUNC/PH

DYNAM.

RCL PHS

RECALLS ASSIGN-

IF PH ON OR O/L

MENTS

3

GRN

DYNAM.

MENTS

2

GRN

DYNAM.

MENTS

1

GRN

Page _13_ of _23_

CONT-13



SELECTION SOURCE (MM-3-2-2) Cycle Source: Split Source: Offset Source:

1 1 1

2/28/17

CONTROLLER DATA Entries determine how parameters get selected

Free Source: Flash Source: Inter-TOD Revert:

0=TOD, 1=CL, 2=INT 0=TOD, 1=CL, 2=INT 0=TOD, 1=CL, 2=INT

1 0=TOD, 1=CL, 2=INT 0 0=TOD, 1=CL, 2=INT 255 0-255 SECS

TOD = Time of day control by internal clock, CL = Closed loop (comm), INT = Interconnect. Inter-TOD Revert is time allowed after failed interconnect before unit reverts to TOD (Time Base) control.

COORD BASIC OPTIONS (MM-3-2-3) Reference to End (vs. begin) of Main St.: Use % (vs. secs) for Phase Allocation: Use % (vs. secs) for Offset Entry: Use Fixed (vs. floating) Force Offs: Permissive Type:

N Y Y Y 2

Y/N: Y = Offset references to end of main st. green. N = Beginning of Main st. green. Y/N: Y = Phase allocations loaded as percent of 100. N = Allocations in seconds. Y/N: Y = Offset loaded as percent of 100. N = Offset loaded in seconds. Y/N: Y = Force offs are fixed to cycle. N=Force offs like max times, begin with green. 0-2: 0=Yield, 1= Single, 2= Multiple. See Permissives note below

C/S TO TIMING PLAN (MM-3-2-9-6) USE THIS CHART WHEN 4 SPLITS/CYCLE = Y CYCLE

1

2

3

4

SPLIT

SPLIT 1

1

2

3

2

TO TIME

SPLIT 2

PLAN

SPLIT 3

5

6

(0-4 = TIME PLAN IMPLEMENTED WHEN SPLIT IN EFFECT)

SPLIT 4

Page _14_ of _23_

CONT-14

Copyright Peek Traffic Systems, Inc .


2/28/17

CONTROLLER DATA

CYCLES & OFFSETS (MM-3-2-4) NOTE: FIRST SPECIFY OFSET SEEKING MODE AND 4 SPLITS CYCLE MODE (ENHANCED OPTIONS, OPERATING MODES)

CYCLE & OFFSETS

Cycle # Length Offset 1 Offset 2 Offset 3 Offset 4 Offset 5 Max Dwell

1/1 160 21

2/1 80 83

3/1 160 7

4/1 80 83

32

32

32

32

%

COORD PHASES (MM-3-2-5) CYCLE

COORD PHASES

1-1 2-1 3-1 4-1

Page _15_ of _23_

1

2

X X X X

3

4

5

6

7

8

9

10

11

12

13

14

15

16

X X X X

CONT-15



2/28/17

CONTROLLER DATA

PHASE ALLOCATION (MM-3-2-6) %

ENTRY IN: PHASE

C1 S1 PHASE

C1 S2

ALLO-

C1 S3

CATION

% or Secs: Not a controller entry--for reference only. Controller entry is under b

1

2

7

3

4

5

6

7

8

58

35

7

58

35

48

52

48

52

58

35

58

35

48

52

48

52

9

10

11

12

13

14

15

16

C1 S4

C2 S1 C2 S2 C2 S3 C2 S4

C3 S1

7

7

C3 S2 C3 S3 C3 S4

C4 S1 C4 S2 C4 S3 C4 S4

OFFSET SEEKING MODE (MM-3-2-7) Mode Offset Seeeking Mode:

Page _16_ of _23_

1

0 1 2

Add only, cycle times 20% slow only to get in sync Dwell, cycle timer stops at cycle 0 up to max dwell time to get in step Short Route, cycle times 20% fast or slow--whichever gets in step fastest

CONT-16



2/28/17

CONTROLLER DATA

ENHANCED OPTIONS OPERATING OPTIONS (MM-3-2-9-1) Enhanced Perm: Central Override: No PCL Offset Adjust:

Y Y N

Y/N: See note Y/N: See note Y/N: See note

Yield Percent EGB% RGB% # Cycles to out of step:

0 0 0 0

0-10%: See note 0-100%: See note 0-100%: See note 0-255: 0=Disable

Invert Free In: Split Matrix: 4 Splits/Cycle: No Early Coord Ped:

N N Y N

Y/N: See note Y/N: See note Y/N: See note Y/N: See note

CYCLE SYNC OPTIONS (MM-3-2-9-2) Sync Source:

0

0-2, 0=TOD/CL/Interconnect, 1= City Zero, 2= Absolute

Charts below only For City Zero offfsets or Absolute (0's). These are not daily reference times for Sync Source Option 0 (see TOD). Cycle 1: Cycle 4:

0 0

Cycle 2: Cycle 5:

0 0

Cycle 3: Cycle 6:

0 0

MANUAL/AUTO FORCE OFFS & PERMS SET MANUAL MODE (MM-3-2-9-3-1) Auto Perm and FO: Ped Perm:

Page _17_ of _23_

Y 0

Y/N: Y = Perms & Force offs auto-calculated from phase allocations. N = Manually entered 0-255: 0 = Auto calculated. 1-255 = secs each ped perm, starting with vehicle permissives

CONT-17



2/28/17

CONTROLLER DATA

DAY PLANS (MM-3-3-1-#)

1

2

HH

MM

00 07 07 22

00 00 00 00

00 00 06 09 15 18 22

00 00 00 30 30 30 00

CIRCUIT PLAN

C

4

O

1

4 2 4 3 4 4

1 1 1 1 1 1

S

CKT

ON/OFF

11(FRE) 11(FRE)

ON OFF

11(FRE)

ON

11(FRE) 11(FRE)

OFF OFF

1

1 1 1 1 1 1

WEEK PLANS (MM-3-3-3) Plan

SUN

MON

TUE

WED

THU

FRI

SAT

1

1

2

2

2

2

2

1

2 3 4 5

Page _18_ of _23_

CONT-18



2/28/17

CONTROLLER DATA

CIRCUIT OVERRIDES (MM-3-3-6) For each ciruit specify TOD (time of day controlled), or manually ON or OFF. Default = TOD CIRCUIT OVER-

RIDES

CIRCUIT OVER-

RIDES

Circuit

65

66

67

68

69

70

71

72

Function

LL1

LL2

LL3

LL4

LL5

LL6

LL7

LL8

State Circuit

73

74

75

76

77

78

79

80

Function CN1

CN2

CN3

CN4

WRM

MIN

DIM

CVS

State ON Circuit 113

114

115

116

ON 117

118

119

120

Function UD1

UD2

UD3

UD4

UD5

UD6

UD7

UD8

State Circuit 121

122

123

124

125

126

127

128

DP2

DP3

3CD

EVL

EML

ASC

DCP

ON

ON

Function

PH2

State DAYLIGHT SAVINGS (MM-3-3-7) DAY LIGHT SAVINGS

Spring

Fall

(0-12) (0-5) (0-12) (0-5) Month WOM Month WOM

3

2

11

Enter Month and Week of Month for Spring Forward and Fall Back days (typical 4 - 1 and 10 - 5). Unit will adjust at 2AM on Sunday of week specified. Enter zero (or leave blank) if Daylight Savings not used.

1

SYNC REFERENCE MODE (MM-3-3-8)

Mode:

0

0 = Time dependent, 1 = C/O/S Event

Time Clock Reset:

HH

MM

00

00 N 0

Interrupter: Pulses:

TIME DEPENDENT

CYC 1:

CYCLE REFERENCES

CYC 4:

HH 00 00

MM 00 00

CYC 2: CYC 5:

HH 00 00

MM 00 00

CYC 3: CYC 6:

HH 00 00

TOD clock reset to by TBC input Y/N; Y = Interrupter pulses provided 0-6 = Number of interrupter pulses

MM 00 00

When mode = Time dependent, enter reference times of day for each cycle. Default = 00:00 = midnight = most commonly used reference. When mode = C/O/S Event, cycle restarts on each COS change. Only use this mode for specific reasons. Time dependent most common used mode. Page _19_ of _23_

CONT-19


Mud St West @ Isaac Brock Dr/Echovalley Dr RUN ENABLE, RR, LOCK, PRIORITY (MM-3-4-(1-6)-ENTER-1-1)

2/28/17

CONTROLLER DATA NOTE: (1-6) = PE RUN 1-6

Run 1 - Fire Preemption Run Enable: Railroad: PE Input Lock: Early PE Out: Max Intervals:

Y N Y N 3

Y/N; Y=Enable, use N to program Y/N; Y=Debounce logic on input Y/N; Y=PE call stored in memory Y/N, Y=PE output interval 1 0-32; Defines memory size for PE Double Clear Overlap Enable: Lead overlap Enable: Delay Overlap Enable: Force Off to First Interval Use Interval Data for Overlaps Enable Coord Durling Cyclic Intervals

Override FLASH: Go to Higher PE: NEMA Priority: Hold Only: User Priority:

N N N Y N N

N Y Y N 1

Y/N; Y = PE will override UCF Flash Y/N; Y allows higher PE to override Y/N; Y=PE 1 highest, PE 2 next, etc. Y/N; Y=Hold on interval 1 1-6; User defines priority, 1=highest.

Y/N; Y/N; Y/N; Y/N; Y/N; Y/N;

TIME BEFORE PE, RUN RE-SERVICE, RUN DURATION (MM-3-4-(1-6)-ENTER-1-2) Duration Time: Delay Time: Reservice Time: Omit All last portion of Delay: Fail Max Time: Duration Timer as Gap Timer:

0 10 0 0 0 N

secs secs secs secs mins Y/N;

MINIMUM ENTRY TIMES (MM-3-4-(1-6)-ENTER-1-3) Double Clear Overlap Mode: 0,1,2,3 0 Red Revert Overrride Y/N; N Green: Yellow: 10 0 Walk: Red: 5 0 Ped Clr: Overlap Yellow: 0 0

Page _20__ of __23__

CONT-20


Mud St West @ Isaac Brock Dr/Echovalley Dr EXIT CONTROLS (MM-3-4-(1-6)-ENTER-1-5) RUN 1

Exit Mode

0

EXIT PHASES

FUNC/PH Phases Veh Call Ped Call

1

& CALLS

2/28/17

CONTROLLER DATA

0 = Go to Exit phases, 1 = Go to Next Demand, 2 = Resume interrupted sequence, 3 = Exit to Coordination 2 X

3

4

5

6 X

7

8

9

10

11

12

13

14

15

16

FLASH PLAN FOR RUN X INTERVALS (MM-3-4-(1-6)-ENTER-3) FL PLAN CODES:

RUN 1

Plan/Out 1 2 3 4 5 6 7 8

1

Page _21__ of __23__

0 = Normal color, no flash 3= Dark Phase color to flash determined by Interval Data Color 1 = FL WIG WIG & WAG are 180 degrees out of phase with each other 2 = FL WAG Phase 1-16, or Overlap A-P, or PE 1-16 out 2

3

4

5

6

7

8

CONT-21

9

10

11

12

13

14

15

16


Mud St West @ Isaac Brock Dr/Echovalley Dr INTERVAL DATA (MM-3-4-(1-6)-ENTER-2) NOTES:

PG3 PH & PED DATA O/L & OL PED DATA PE OUTS

RUN Tenths: Time: FUNC/PH Color Ped Col FUNC/OL Color Ped Col FUNC/Out PE Out

1 1

2/28/17

CONTROLLER DATA

1. The top of controller screen pages 2 & 3 of each interval is the same data as on the first page except for Flash Plan data. Values are shown only once on charts. INTERVAL 1 1 - 32 Valid: X (X = Enable) Dwell: (X = Enable) 1-6 (X = Enable) PC-Yel: (X = Enable) Exit: (X = Enable) Fixed: X (X = Enable) 0-25.5 or 255 Ph Flash 0 FL Plan 0-16 //////////////////////////// Ped Flash: FL Plan 0-16

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

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

0 or Blank = R/D (Red/Don't walk), 1=Y/P (Yellow/Ped Clear), 2= G/W (Green/Walk)

PH

RUN Tenths: Time: FUNC/PH

& PED DATA O/L & OL PED DATA PE OUTS

Color Ped Col FUNC/OL Color Ped Col FUNC/Out PE Out

PG3

1 20 1

1-6 (X = Enable) 0-25.5 or 255 2

3

INTERVAL PC-Yel: Ph Flash 4 5

2 0 6

2

1 - 32 (X = Enable) FL Plan 0-16 7

Valid: Exit:

X

(X = Enable) Dwell: (X = Enable) Fixed: //////////////////////////// Ped Flash:

8

9

10

11

12

13

14

15

16

X

(X = Enable) (X = Enable) FL Plan 0-16

2

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

0 or Blank = R/D (Red/Don't walk), 1=Y/P (Yellow/Ped Clear), 2= G/W (Green/Walk)

PG3 PH & PED DATA O/L & OL PED DATA PE OUTS

RUN Tenths: Time: FUNC/PH Color Ped Col FUNC/OL Color Ped Col FUNC/Out PE Out

1 15 1

1-6 (X = Enable) 0-25.5 or 255 2

3

INTERVAL PC-Yel: Ph Flash 4 5

3 0 6

1 - 32 (X = Enable) FL Plan 0-16 7

2

8

X (X = Enable) Dwell: X (X = Enable) Fixed: //////////////////////////// Ped Flash: Valid: Exit:

X

(X = Enable) (X = Enable) FL Plan 0-16

9

10

11

12

13

14

15

16

2

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

0 or Blank = R/D (Red/Don't walk), 1=Y/P (Yellow/Ped Clear), 2= G/W (Green/Walk) Page _22__ of __23__

CONT-22



2/28/17

CONTROLLER DATA

CLOSED LOOP ID (MM-3-5-1) CLOSED LOOP ID

Master Type:

1

Intersection ID Master Identification Allow Comm Xfer Between Ports 2 & 3

0 = None, 1 = 3000 Series Master, 2 = 3800 EL master 0-255 0-255 Y/N: Y = Incoming signal on Master port (2 or 3), gets echo'd on other port

COMM SET-UP (MM-3-5-2) PG1 PORT ASSIGN

Master (CL) Port:

PG2 PORT 2 SETUP

Data Rate:

PG3 PORT 3 SETUP

Data Rate:

PG4

0 = None, 2 = Port 2, 3 = Port 3 (Port to be used to receive Master Comm) 0 = None, 2 = Port 2, 3 = Port 3 (Port to be used for Monitor Data Upload) 0 = None, 2 = Port 2, 3 = Port 3 (Port to be used for Direct Dial-up Modem)

Monitor Port Central Port:

Parity Data bits

Parity Data bits

9600 1200, 2400, 4800, 9600, 14400, 19200 0 0 = None, 1 = Odd, 2=Even 1 0 = 7 bits, 1 = 8 bits 1200 1200, 2400, 4800, 9600, 14400, 19200 0 0 = None, 1 = Odd, 2=Even 1 0 = 7 bits, 1 = 8 bits Up to 40 charaters; A-Z, or # @ = , ! ; % \ &

Modem Set-up String:

PHONE NUMBERS (MM-3-5-3) PHONE NUMBERS

Y/N Number & control characters (W , ; # ' / T P) if used Number & control characters (W , ; # ' / T P) if used

Tone: Phone 1: Phone 2:

LOG DATA (MM-3-5-5) PG1 SAMPLE

Page _23_ of _23_

Volume Log Sample period: MOE Log Sample period:

60 60

0, 6, 10, 15, 20, 30, 60 minutes, Enabled by TOD Ckt. 125 (EVL) 0, 6, 10, 15, 20, 30, 60 minutes, Enabled by TOD Ckt. 126 (EML)

CONT-23


Appendix C Synchro Tables


Hwy 20 at Green Mountain Road

Movement v/c (LOS) 95th Percentile Queue Traffic Condition AM Peak Hour

PM Peak Hour

Existing 2018

Overall: v/c 0.42 (B) EBLTR: 0.60 (D) 32m WBL: 0.07 (D)