APPENDIX E Design Speed Justification Memos...APPENDIX E Design Speed Justification Memos PIN...
Transcript of APPENDIX E Design Speed Justification Memos...APPENDIX E Design Speed Justification Memos PIN...
APPENDIX EDesign Speed Justification Memos
PIN 0072.14
Nassau Expressway (NY 878) Operational and Resiliency Improvements
Rockaway Turnpike to Burnside Avenue Town of Hempstead, Nassau County
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 1 | P a g e
Design Speed Justification Memorandum
Reference: Nassau Expressway (NY878) Resiliency and Operational Improvement Project Rockaway Turnpike to Burnside Avenue, Town of Hempstead NYSDOT – Region 10 PIN 0072.14, Contract D031466 Subject: Design Speed Review Date: May 3, 2017
KC Engineering has completed the review of the design speed in connection with the referenced project. The weekday off-peak spot speed data utilized for the analysis was collected on Thursday, April 27, 2017.
The Functional Classification of the Nassau Expressway section within the project limits is “Urban Arterial-Other”, with maximum design speed of 40 mph.
Based on our analysis we have determined the anticipated (post-construction) design speed (operating speed) as follows:
Nassau Expressway Northbound:
40 mph is consistent with the off peak 85th percentile speed within the range of functional class speeds for the terrain and volume.
Nassau Expressway Southbound:
40 mph is consistent with the off peak 85th percentile speed within the range of functional class speeds for the terrain and volume.
Detailed Analyses are attached
Summary
Average Speed
50th % Speed
85th % Speed
North 33.6 31.8 37.8 South 36.8 33.9 40.5
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 2 | P a g e
Nassau Expressway (NY878) Resiliency/Reconstruction Project Rockaway Turnpike to Burnside Avenue, Town of Hempstead
DESIGN SPEED ANALYSIS
May 2017
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 3 | P a g e
Location : NB – Nassau Expressway, North of Burnside Ave Count Duration: 4 hours Date: 04,27,2017
Speed Class , mph
Total Obs.
X Speed
Avg. speed
85th %
50th %
% exc. 45
mph
% exc. 50
mph
% exc. 55
mph
11-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60 Hour/
Class Mid-Values
13 18 23 28 33 38 43 48 53 58
10:00 14 39 51 57 92 75 40 9 0 0 377 11691 31.0 37.4 29.6 2.4% 0.0% 0.0% 11:00 2 12 31 40 117 133 37 12 0 0 384 13157 34.3 37.6 32.6 3.1% 0.0% 0.0% 13:00 0 1 6 35 84 64 28 6 2 1 227 7996 35.2 38.3 32.2 3.5% 0.9% 0.4% 14:00 0 0 6 29 55 63 20 10 0 0 183 6499 35.5 38.3 33.2 5.5% 0.0% 0.0% Total
Observation 16 52 94 161 348 335 125 37 2 1 1171 39343 33.6 37.8 31.8 3.3% 0.2% 0.1%
Cum. Frequency 16 68 162 323 671 1006 1131 1168 1170 1171
Percent 1.4% 4.4% 8.0% 13.7% 29.7% 28.6% 10.7% 3.2% 0.2% 0.1%
Cum. Percent 1.4% 5.8% 13.8% 27.6% 57.3% 85.9% 96.6% 99.7% 99.9% 100.0%
Average Hour 4.0 13.0 23.5 40.3 87.0 83.8 31.3 9.3 0.5 0.3
Peak Hour Data
Direction Hour Count 2-way Hour Count
NB 11:00 380.00 AM 10:00 781 SB 10:00 404.00 PM 13:00 492
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 4 | P a g e
0.0%
5.0%
10.0%
15.0%
20.0%
25.0%
30.0%
35.0%
11-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60
% o
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Speed Group (mph)
Northbound Speed Histogram
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Northbound Cumulative Speed Distribution - Total
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 5 | P a g e
10:00 AM Observation % 4% 10% 14% 15% 24% 20% 11% 2% 0% 0% Cumulative % 3.71% 14% 28% 43% 67% 87% 98% 100% 100% 100%
11:00 AM Observation % 1% 3% 8% 10% 30% 35% 10% 3% 0% 0% Cumulative % 1% 4% 12% 22% 53% 87% 97% 100% 100% 100%
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Northbound Cumulative Speed distrubution - 10:00 AM
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Northbound Cumulative Speed distrubution - 11:00 AM
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 6 | P a g e
1:00 PM Observation % 0% 0% 3% 15% 37% 28% 12% 3% 1% 0.4% Cumulative % 0% 0% 3% 19% 56% 84% 96% 99% 100% 100%
2:00 PM Observation % 0% 0% 3% 16% 30% 34% 11% 5% 0% 0% Cumulative % 0% 0% 3% 19% 49% 84% 95% 100% 100% 100%
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0 5 10 15 20 25 30 35 40 45 50 55 60 65
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Northbound Cumulative Speed distrubution - 1:00 PM
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Northbound Cumulative Speed distrubution - 2:00 PM
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 7 | P a g e
Location : SB – Nassau Expressway, South of Peninsula Blvd Count Duration: 4 hours Date: 04,27,2017
Nassau Expressway Spot Speed Data Analysis - SB
Speed Class , mph
Total 16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-70 71-75 76-80 81-85 86-90 Hour/ Class Mid-Values 18 23 28 33 38 43 48 53 58 63 68 73 78 83 88
10:00 0 5 40 108 141 69 26 10 3 2 0 0 0 0 0 404 11:00 0 0 24 113 120 70 17 10 1 0 0 0 0 0 0 355 13:00 0 7 32 96 74 38 13 2 1 0 1 0 1 0 0 265 14:00 3 23 30 53 35 24 8 1 1 1 0 0 0 0 1 180 Total
Observation 3 35 126 370 370 201 64 23 6 3 1 0 1 0 1 1204
Cum. Frequency 3 38 164 534 904 1105 1169 1192 1198 1201 1202 1202 1203 1203 1204
Percent 0.2% 2.9% 10.5% 30.7% 30.7% 16.7% 5.3% 1.9% 0.5% 0.2% 0.1% 0.0% 0.1% 0.0% 0.1% 100.0% Cum.
Percent 0.2% 3.2% 13.6% 44.4% 75.1% 91.8% 97.1% 99.0% 99.5% 99.8% 99.8% 99.8% 99.9% 99.9% 100.0% 100.0%
Average Hour 0.75 8.75 31.5 92.5 92.5 50.25 16 5.75 1.5 0.75 0.25 0 0.25 0 0.25
Nassau Expressway Spot Speed Data Analysis – SB (Contd.)
Hour Obs. X Speed
Avg. Speed 85th % 50th %
% exc. 45
mph
% exc. 50
mph
% exc. 55
mph
% exc. 60
mph
% exc. 65
mph
10:00 15202 37.63 41.2 34.8 10% 4% 1% 0% 0% 11:00 13375 37.68 40.8 34.6 8% 3% 0% 0% 0% 13:00 9605 36.25 39.7 32.8 7% 2% 1% 1% 1% 14:00 6180 34.33 39.6 31.2 7% 2% 2% 1% 1% Total 44362 36.8 40.5 33.9 8% 3% 1% 0% 0%
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 8 | P a g e
0.0%
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15.0%
20.0%
25.0%
30.0%
35.0%
16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-70 71-75 76-80 81-85 86-90
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Speed Group (mph)
Southbound Speed Histogram
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Cumulative Speed Distribution
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 9 | P a g e
10:00 Obs. % 0% 1% 10% 27% 35% 17% 6% 2% 1% 0% 0% 0% 0% 0% 0% Cum. % 0 1% 11% 38% 73% 90% 96% 99% 100% 100% 100% 100% 100% 100% 100%
11:00 Obs. % 0% 0% 7% 32% 34% 20% 5% 3% 0% 0% 0% 0% 0% 0% 0% Cum. % 0% 0% 7% 39% 72% 92% 97% 100% 100% 100% 100% 100% 100% 100% 100%
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Cumulative Speed Distribution - 10 am
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Cumulative Speed Distribution - 11 am
NYSDOT Nassau Expressway Resiliency and Operational Improvement
Design Speed Review 10 | P a g e
13:00 Obs. % 0% 3% 12% 36% 28% 14% 5% 1% 0% 0% 0% 0% 0% 0% 0% Cum. % 0% 3% 15% 51% 79% 93% 98% 99% 99% 99% 100% 100% 100% 100% 100%
14:00% Obs. % 2% 13% 17% 29% 19% 13% 4% 1% 1% 1% 0% 0% 0% 0% 1% Cum. % 2% 14% 31% 61% 80% 93% 98% 98% 99% 99% 99% 99% 99% 99% 100%
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Southbound Cumulative Speed Distribution - 1:00 pm
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Northbound Cumulative Speed distrubution - 2:00 PM
Speed Study
To: Christopher Mojica, PE, PTOE From: Brent Malcolm, EIT
New York NY Office New York NY Office
File: 192310777 Date: September 14, 2017
Reference: PIN 0772.14 (Nassau Expressway) – Bay Boulevard Speed Study
The purpose of this technical memorandum is to summarize Stantec’s spot speed surveys along two portions of Bay Boulevard in the vicinity of the Nassau Expressway (NY 878) in Lawrence, New York. The survey was conducted on Wednesday, September 13, 2017 during the 10AM-2PM weekday off-peak period. The objective of the speed study was to take a sample of location-specific vehicle speeds that would be statistically acceptable at a confidence level of 95% to determine the 85th percentile speed of vehicles traveling along both portions of Bay Boulevard.
RESULTS
The results of the speed study are summarized in the table below:
Table 1 Summary of Speed Study
Direction
Bay Boulevard between Incinerator Road and NY 878
Bay Boulevard between NY 878 and Rockaway Turnpike
85th Percentile Speed (MPH)
Average Speed (MPH)
85th Percentile Speed (MPH)
Average Speed (MPH)
Eastbound 23 19 28 22 Westbound 22 19 28 23
As presented in Table 1, the 85th percentile speed for Bay Boulevard west of the Nassau Expressway, when rounded to the nearest 5 MPH, is 25 MPH. The 85th percentile speed for Bay Boulevard east of the Nassau Expressway, when rounded to the nearest 5 MPH, is 30 MPH. The posted speed limit along the portion of Bay Boulevard east of the Nassau Expressway is 30 MPH in both directions. There is no posted speed limit signage west of the Nassau Expressway.
In accordance with the NYSDOT Highway Design Manual (HDM) the recommended design speed for Bay Boulevard west of the Nassau Expressway (an urban collector) is 30 MPH. Similarly, in accordance with the HDM the recommended design speed for Bay Boulevard east of the Nassau Expressway (an urban principal arterial-other roadway) is 35 MPH.
DATA COLLECTION METHODOLOGY
The objective of the spot speed survey was to take a sample of location-specific vehicle speeds that would be statistically acceptable at a confidence level of 95% to determine the 85th percentile speed along two portions of the Bay Boulevard corridor. In accordance with the Manual of Traffic Engineering Studies, it was determined that a minimum of 95 samples would be necessary to meet
September 14, 2017 Christopher Mojica, PE, PTOE Page 2 of 2
Reference: PIN 0772.14 (Nassau Expressway) – Bay Boulevard Speed Study
this goal1. To ensure an acceptable measurement of 85th percentile speeds, more than 100 samples were collected along each direction of the Bay Boulevard corridor.
A radar gun was used to record spot speed measurements on every 2nd or 3rd through vehicle passing a given survey location with a four-second or greater headway (i.e., traveling at free-flow travel speed). Consideration was given to avoid sampling a disproportionate amount of heavy trucks and high or low speed vehicles given the presence of driveways along Bay Boulevard and the proximity of signals along the corridor. In order to approximate (as close as possible) free-flow travel speeds along Bay Boulevard, speed measurements were taken during the weekday midday off-peak period – 10AM to 2PM – on Wednesday, September 13, 2017.
The survey was designed to address potential error that could occur from driver observed radar activity and/or from the angle of observation. Potential error induced by driver observed radar activity was also mitigated by taking measurements from the most discreet positions available. With regards to the angle of observation, the survey crew minimized radar gun inaccuracy by keeping the angle of incidence between the radar beam and the direction of travel as small as possible. A summary of the data collected is attached. It should be noted that both extreme and outlier observations that would result in impractical design considerations were excluded from the calculation of 85th percentile speeds as per the guidance set forth in the Manual of Transportation Engineering Studies.
STANTEC CONSULTING SERVICES INC.
Christopher Mojica, PE (CT, NY), PTOE Transportation Engineer [email protected]
Attachment: September 13, 2017 Spot Speed Survey Data
1 Institute of Transportation Engineers. Manual of Transportation Engineering Studies, 2nd Ed. Washington, D.C. 2010. The sample minimum was determined using guidance set forth in the Manual of Transportation Engineering Studies using a standard deviation of 5.0 MPH and a tolerance of 1.0 MPH.
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 21 - 85th Percentile Speed (mph) 23 -
Median Speed (mph) 17 Median Speed (mph) 19Average Speed (mph) 17 - Average Speed (mph) 19 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)10:00 AM EB 2 20 20 12:00 PM EB 1 15 15
10:00 AM EB 2 20 20 12:00 PM EB 2 13 13
10:00 AM EB 2 18 18 12:00 PM EB 1 13 13
10:02 AM EB 2 9 9 12:00 PM EB 2 25 25
10:02 AM EB 2 13 13 12:00 PM EB 1 22 22
10:02 AM EB 2 14 14 12:02 PM EB 1 21 21
10:02 AM EB 1 10 10 12:02 PM EB 2 23 23
10:02 AM EB 1 15 15 12:02 PM EB 1 18 18
10:06 AM EB 2 13 13 12:02 PM EB 1 17 17
10:06 AM EB 2 15 15 12:04 PM EB 1 22 22
10:07 AM EB 2 16 16 12:04 PM EB 2 18 18
10:30 AM EB 1 16 16 12:04 PM EB 1 25 25
10:30 AM EB 2 20 20 12:04 PM EB 1 22 22
10:30 AM EB 2 20 20 12:04 PM EB 1 18 18
10:33 AM EB 1 12 12 12:06 PM EB 1 14 14
10:33 AM EB 2 18 18 12:06 PM EB 2 23 23
10:33 AM EB 1 15 15 12:06 PM EB 1 17 17
10:34 AM EB 1 6 6 12:06 PM EB 1 18 18
10:34 AM EB 2 17 17 12:06 PM EB 1 24 24
10:34 AM EB 1 15 15 12:08 PM EB 1 21 21
10:35 AM EB 2 13 13 12:08 PM EB 1 19 19
10:35 AM EB 1 14 14 12:08 PM EB 1 19 19
10:37 AM EB 1 27 27 12:08 PM EB 1 21 21
10:37 AM EB 1 17 17 12:30 PM EB 1 15 15
10:38 AM EB 1 22 22 12:30 PM EB 2 18 18
11:00 AM EB 1 12 12 12:31 PM EB 2 17 17
11:00 AM EB 2 14 14 12:31 PM EB 2 17 17
11:00 AM EB 1 15 15 12:31 PM EB 2 25 25
11:00 AM EB 1 17 17 12:32 PM EB 1 30 30
11:00 AM EB 1 16 16 12:32 PM EB 2 13 13
11:00 AM EB 1 20 20 12:32 PM EB 1 18 18
11:02 AM EB 1 20 20 12:32 PM EB 2 23 23
11:02 AM EB 1 22 22 12:32 PM EB 1 17 17
11:03 AM EB 1 15 15 12:34 PM EB 1 16 16
11:04 AM EB 1 15 15 12:34 PM EB 2 22 22
11:04 AM EB 2 20 20 12:34 PM EB 1 17 17
11:04 AM EB 1 18 18 12:34 PM EB 2 23 23
11:04 AM EB 1 15 15 12:36 PM EB 1 9 9
11:06 AM EB 1 15 15 12:36 PM EB 2 24 24
11:06 AM EB 1 21 21 12:36 PM EB 1 12 12
11:06 AM EB 1 23 23 12:36 PM EB 2 20 20
11:07 AM EB 1 16 16 12:36 PM EB 1 15 15
11:07 AM EB 2 17 17 12:36 PM EB 1 20 20
11:08 AM EB 1 14 14 12:38 PM EB 1 19 19
11:08 AM EB 2 18 18 12:40 PM EB 1 16 16
11:30 AM EB 1 15 15 12:40 PM EB 1 15 15
11:30 AM EB 1 22 22 12:40 PM EB 1 17 17
11:30 AM EB 1 21 21 1:00 PM EB 1 18 18
11:30 AM EB 1 25 25 1:00 PM EB 2 20 20
11:32 AM EB 1 21 21 1:00 PM EB 1 11 11
11:34 AM EB 1 26 26 1:02 PM EB 1 18 18
11:36 AM EB 1 16 16 1:02 PM EB 2 14 14
11:36 AM EB 1 20 20 1:02 PM EB 1 24 24
11:37 AM EB 1 18 18 1:02 PM EB 1 13 13
11:38 AM EB 1 16 16 1:04 PM EB 1 16 16
11:38 AM EB 1 13 13 1:04 PM EB 1 17 17
11:38 AM EB 1 18 18 1:04 PM EB 2 22 22
11:38 AM EB 1 23 23 1:05 PM EB 1 16 16
11:38 AM EB 1 21 21 1:07 PM EB 1 19 19
11:38 AM EB 1 18 18 1:07 PM EB 2 20 20
1:07 PM EB 1 14 14
1:09 PM EB 1 22 22
1:09 PM EB 2 18 18
1:30 PM EB 1 25 25
1:30 PM EB 2 30 30
1:30 PM EB 1 21 21
1:32 PM EB 1 21 21
1:34 PM EB 1 21 21
1:34 PM EB 2 25 25
1:35 PM EB 1 16 16
1:35 PM EB 2 18 18
1:36 PM EB 1 19 19
1:38 PM EB 1 20 20
1:38 PM EB 1 21 21
1:38 PM EB 1 20 20
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Morning Off-Peak Afternoon Off-Peak
EB Bay Blvd between Nassau Expressway & Incinerator Rd
Clear/Sunny
Wednesday, August 13, 2017
192310777
Nassau Expressway Resiliency Study
Traffic Counts Collecting, Inc.
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 21 - 85th Percentile Speed (mph) 23 -
Median Speed (mph) 17 Median Speed (mph) 19Average Speed (mph) 17 - Average Speed (mph) 19 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Morning Off-Peak Afternoon Off-Peak
EB Bay Blvd between Nassau Expressway & Incinerator Rd
Clear/Sunny
Wednesday, August 13, 2017
192310777
Nassau Expressway Resiliency Study
Traffic Counts Collecting, Inc.
1:38 PM EB 1 17 17
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 22 - 85th Percentile Speed (mph) 22 -
Median Speed (mph) 20 Median Speed (mph) 19Average Speed (mph) 19 - Average Speed (mph) 19 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)10:00 AM WB 2 22 22 12:00 PM WB 1 19 19
10:00 AM WB 2 20 20 12:00 PM WB 2 17 17
10:00 AM WB 2 18 18 12:00 PM WB 2 21 21
10:01 AM WB 2 17 17 12:00 PM WB 2 19 19
10:01 AM WB 2 23 23 12:01 PM WB 1 19 19
10:02 AM WB 1 20 20 12:01 PM WB 2 16 16
10:02 AM WB 1 18 18 12:01 PM WB 1 15 15
10:02 AM WB 1 20 20 12:01 PM WB 2 18 18
10:03 AM WB 2 13 13 12:02 PM WB 1 20 20
10:03 AM WB 2 13 13 12:02 PM WB 1 15 15
10:03 AM WB 2 13 13 12:03 PM WB 1 17 17
10:03 AM WB 1 25 25 12:03 PM WB 2 18 18
10:03 AM WB 1 23 23 12:03 PM WB 1 17 17
10:03 AM WB 2 24 24 12:04 PM WB 1 19 19
10:03 AM WB 2 19 19 12:05 PM WB 1 20 20
10:03 AM WB 1 20 20 12:05 PM WB 1 25 25
10:03 AM WB 1 21 21 12:05 PM WB 1 18 18
10:04 AM WB 2 15 15 12:05 PM WB 1 14 14
10:04 AM WB 1 16 16 12:05 PM WB 1 17 17
10:04 AM WB 2 22 22 12:05 PM WB 1 24 24
10:04 AM WB 2 19 19 12:07 PM WB 1 21 21
10:06 AM WB 1 23 23 12:07 PM WB 2 15 15
10:07 AM WB 1 17 17 12:07 PM WB 1 20 20
10:07 AM WB 1 18 18 12:08 PM WB 1 17 17
10:07 AM WB 1 23 23 12:08 PM WB 2 23 23
10:07 AM WB 2 16 16 12:08 PM WB 1 21 21
10:07 AM WB 2 17 17 12:08 PM WB 2 22 22
10:07 AM WB 2 18 18 12:30 PM WB 1 18 18
10:08 AM WB 1 20 20 12:30 PM WB 2 23 23
10:08 AM WB 2 29 29 12:31 PM WB 1 21 21
10:09 AM WB 1 21 21 12:32 PM WB 2 15 15
10:09 AM WB 2 17 17 12:32 PM WB 1 13 13
10:09 AM WB 1 22 22 12:32 PM WB 1 13 13
10:09 AM WB 1 20 20 12:33 PM WB 1 18 18
10:09 AM WB 1 20 20 12:33 PM WB 1 19 19
10:30 AM WB 1 20 20 12:34 PM WB 1 20 20
10:30 AM WB 2 20 20 12:34 PM WB 1 20 20
10:30 AM WB 1 19 19 12:35 PM WB 1 21 21
10:30 AM WB 1 11 11 12:35 PM WB 1 21 21
10:32 AM WB 1 20 20 12:35 PM WB 1 19 19
10:32 AM WB 2 32 32 12:36 PM WB 1 17 17
10:32 AM WB 1 20 20 12:36 PM WB 1 18 18
10:34 AM WB 1 21 21 12:36 PM WB 1 17 17
10:34 AM WB 1 17 17 12:37 PM WB 1 16 16
10:34 AM WB 1 22 22 12:37 PM WB 2 17 17
10:35 AM WB 1 20 20 12:37 PM WB 1 16 16
10:35 AM WB 1 21 21 12:37 PM WB 2 18 18
10:35 AM WB 1 21 21 12:38 PM WB 1 16 16
10:36 AM WB 1 20 20 12:38 PM WB 1 20 20
10:36 AM WB 2 22 22 12:39 PM WB 1 19 19
10:37 AM WB 1 16 16 12:39 PM WB 1 17 17
10:37 AM WB 2 22 22 12:39 PM WB 1 19 19
10:37 AM WB 1 19 19 12:40 PM WB 1 21 21
10:37 AM WB 2 16 16 12:40 PM WB 1 23 23
10:38 AM WB 2 15 15 12:42 PM WB 1 24 24
10:38 AM WB 2 23 23 12:42 PM WB 1 21 21
11:00 AM WB 1 21 21 12:42 PM WB 1 18 18
11:00 AM WB 2 24 24 12:42 PM WB 1 19 19
11:00 AM WB 1 20 20 1:00 PM WB 1 21 21
11:00 AM WB 2 20 20 1:00 PM WB 2 21 21
11:01 AM WB 1 20 20 1:00 PM WB 2 11 11
11:01 AM WB 2 22 22 1:01 PM WB 1 16 16
11:01 AM WB 1 20 20 1:01 PM WB 2 22 22
11:01 AM WB 1 14 14 1:03 PM WB 1 13 13
11:03 AM WB 1 18 18 1:03 PM WB 2 18 18
11:03 AM WB 2 19 19 1:03 PM WB 1 14 14
11:03 AM WB 1 12 12 1:03 PM WB 1 13 13
11:03 AM WB 2 18 18 1:03 PM WB 1 15 15
11:03 AM WB 2 23 23 1:05 PM WB 1 19 19
11:04 AM WB 1 21 21 1:05 PM WB 2 21 21
11:04 AM WB 2 22 22 1:05 PM WB 1 23 23
11:04 AM WB 1 20 20 1:07 PM WB 1 12 12
11:05 AM WB 1 20 20 1:07 PM WB 1 14 14
11:05 AM WB 1 19 19 1:08 PM WB 1 17 17
11:05 AM WB 1 18 18 1:08 PM WB 2 19 19
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Traffic Counts Collecting, Inc.
Nassau Expressway Resiliency Study
192310777
Morning Off-Peak Afternoon Off-Peak
WB Bay Blvd between Nassau Expressway & Incinerator Rd
Clear/Sunny
Wednesday, August 13, 2017
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 22 - 85th Percentile Speed (mph) 22 -
Median Speed (mph) 20 Median Speed (mph) 19Average Speed (mph) 19 - Average Speed (mph) 19 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Traffic Counts Collecting, Inc.
Nassau Expressway Resiliency Study
192310777
Morning Off-Peak Afternoon Off-Peak
WB Bay Blvd between Nassau Expressway & Incinerator Rd
Clear/Sunny
Wednesday, August 13, 2017
11:06 AM WB 1 18 18 1:08 PM WB 2 18 18
11:06 AM WB 2 20 20 1:09 PM WB 1 19 19
11:06 AM WB 1 17 17 1:09 PM WB 2 19 19
11:06 AM WB 2 16 16 1:09 PM WB 2 23 23
11:06 AM WB 1 22 22 1:09 PM WB 2 23 23
11:06 AM WB 2 20 20 1:30 PM WB 1 16 16
11:06 AM WB 2 23 23 1:30 PM WB 2 14 14
11:07 AM WB 2 23 23 1:30 PM WB 1 22 22
11:08 AM WB 1 20 20 1:30 PM WB 2 23 23
11:08 AM WB 2 23 23 1:30 PM WB 1 21 21
11:30 AM WB 1 22 22 1:31 PM WB 1 18 18
11:30 AM WB 1 22 22 1:31 PM WB 2 14 14
11:31 AM WB 1 16 16 1:31 PM WB 1 21 21
11:32 AM WB 1 18 18 1:31 PM WB 2 17 17
11:32 AM WB 1 22 22 1:33 PM WB 1 19 19
11:32 AM WB 1 20 20 1:33 PM WB 2 17 17
11:33 AM WB 1 19 19 1:33 PM WB 1 18 18
11:33 AM WB 2 15 15 1:34 PM WB 1 19 19
11:33 AM WB 1 18 18 1:34 PM WB 1 19 19
11:33 AM WB 2 20 20 1:34 PM WB 1 18 18
11:33 AM WB 1 21 21 1:34 PM WB 1 19 19
11:33 AM WB 2 18 18 1:35 PM WB 2 21 21
11:35 AM WB 1 12 12 1:35 PM WB 2 20 20
11:35 AM WB 2 11 11 1:36 PM WB 1 19 19
11:36 AM WB 1 18 18 1:36 PM WB 2 22 22
11:36 AM WB 2 18 18 1:36 PM WB 1 18 18
11:36 AM WB 2 19 19 1:36 PM WB 2 20 20
11:36 AM WB 2 21 21 1:37 PM WB 1 18 18
11:37 AM WB 1 19 19 1:37 PM WB 2 20 20
11:37 AM WB 2 19 19 1:37 PM WB 1 19 19
11:38 AM WB 1 17 17 1:37 PM WB 1 22 22
11:38 AM WB 2 19 19 1:38 PM WB 1 22 22
11:38 AM WB 1 17 17 1:38 PM WB 2 24 24
11:38 AM WB 2 25 25 1:39 PM WB 2 25 25
11:38 AM WB 1 16 16
11:38 AM WB 1 21 21
11:39 AM WB 2 13 13
11:39 AM WB 2 15 15
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 28 - 85th Percentile Speed (mph) 27 -
Median Speed (mph) 21 Median Speed (mph) 21Average Speed (mph) 22 - Average Speed (mph) 22 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)10:15 AM EB 1 27 27 12:15 PM EB 1 14 14
10:15 AM EB 2 18 18 12:15 PM EB 2 26 26
10:15 AM EB 1 14 14 12:15 PM EB 1 25 25
10:15 AM EB 2 20 20 12:15 PM EB 1 23 23
10:15 AM EB 1 18 18 12:17 PM EB 1 20 20
10:15 AM EB 2 18 18 12:17 PM EB 2 16 16
10:15 AM EB 1 11 11 12:17 PM EB 1 16 16
10:15 AM EB 2 21 21 12:17 PM EB 2 19 19
10:15 AM EB 1 15 15 12:18 PM EB 1 18 18
10:17 AM EB 1 18 18 12:18 PM EB 2 20 20
10:17 AM EB 2 14 14 12:18 PM EB 2 19 19
10:17 AM EB 1 20 20 12:19 PM EB 1 28 28
10:17 AM EB 2 19 19 12:19 PM EB 2 25 25
10:17 AM EB 2 39 39 12:19 PM EB 1 28 28
10:19 AM EB 1 25 25 12:19 PM EB 2 23 23
10:19 AM EB 2 30 30 12:19 PM EB 1 21 21
10:19 AM EB 1 30 30 12:22 PM EB 1 19 19
10:19 AM EB 1 25 25 12:22 PM EB 2 31 31
10:21 AM EB 1 16 16 12:22 PM EB 1 19 19
10:21 AM EB 2 18 18 12:22 PM EB 2 25 25
10:21 AM EB 1 17 17 12:22 PM EB 1 20 20
10:21 AM EB 2 21 21 12:23 PM EB 1 25 25
10:21 AM EB 1 24 24 12:23 PM EB 2 30 30
10:23 AM EB 1 35 35 12:23 PM EB 2 26 26
10:23 AM EB 2 34 34 12:24 PM EB 2 20 20
10:24 AM EB 1 34 34 12:24 PM EB 2 23 23
10:24 AM EB 1 27 27 12:45 PM EB 1 19 19
10:24 AM EB 1 20 20 12:45 PM EB 2 25 25
10:25 AM EB 2 24 24 12:45 PM EB 1 21 21
10:27 AM EB 1 17 17 12:45 PM EB 1 22 22
10:27 AM EB 1 18 18 12:47 PM EB 1 15 15
10:27 AM EB 1 27 27 12:47 PM EB 2 23 23
10:28 AM EB 1 23 23 12:47 PM EB 1 16 16
10:28 AM EB 2 25 25 12:47 PM EB 2 22 22
10:29 AM EB 1 19 19 12:47 PM EB 1 21 21
10:29 AM EB 1 24 24 12:49 PM EB 1 17 17
10:45 AM EB 1 40 40 12:49 PM EB 2 22 22
10:45 AM EB 2 23 23 12:49 PM EB 1 19 19
10:45 AM EB 1 37 37 12:49 PM EB 1 18 18
10:45 AM EB 1 28 28 12:49 PM EB 2 21 21
10:47 AM EB 1 22 22 12:51 PM EB 1 38 38
10:47 AM EB 2 15 15 12:51 PM EB 1 29 29
10:49 AM EB 1 33 33 12:51 PM EB 1 19 19
10:49 AM EB 2 30 30 12:53 PM EB 1 24 24
10:49 AM EB 1 22 22 12:53 PM EB 2 30 30
10:49 AM EB 2 19 19 12:53 PM EB 1 26 26
10:51 AM EB 1 17 17 12:53 PM EB 2 23 23
10:51 AM EB 2 36 36 12:53 PM EB 1 21 21
10:51 AM EB 1 12 12 12:53 PM EB 2 26 26
10:52 AM EB 1 25 25 1:15 PM EB 1 16 16
10:52 AM EB 2 18 18 1:15 PM EB 2 30 30
10:52 AM EB 1 22 22 1:15 PM EB 1 15 15
10:52 AM EB 2 18 18 1:15 PM EB 2 25 25
10:52 AM EB 1 14 14 1:17 PM EB 1 20 20
10:53 AM EB 1 30 30 1:17 PM EB 2 21 21
10:53 AM EB 2 26 26 1:17 PM EB 1 18 18
10:53 AM EB 1 15 15 1:17 PM EB 1 34 34
10:53 AM EB 2 31 31 1:17 PM EB 1 20 20
10:54 AM EB 1 19 19 1:17 PM EB 1 22 22
10:54 AM EB 2 25 25 1:19 PM EB 1 15 15
10:54 AM EB 1 18 18 1:19 PM EB 1 11 11
10:54 AM EB 2 19 19 1:19 PM EB 1 19 19
11:15 AM EB 1 12 12 1:19 PM EB 1 24 24
11:15 AM EB 2 17 17 1:21 PM EB 1 29 29
11:15 AM EB 1 28 28 1:21 PM EB 2 30 30
11:15 AM EB 2 14 14 1:21 PM EB 1 31 31
11:15 AM EB 1 31 31 1:22 PM EB 1 19 19
11:15 AM EB 1 20 20 1:22 PM EB 2 21 21
11:17 AM EB 1 14 14 1:22 PM EB 1 17 17
11:17 AM EB 2 20 20 1:23 PM EB 1 20 20
11:17 AM EB 1 18 18 1:23 PM EB 2 30 30
11:17 AM EB 2 16 16 1:23 PM EB 1 18 18
11:18 AM EB 1 16 16 1:45 PM EB 1 32 32
11:18 AM EB 2 19 19 1:45 PM EB 2 15 15
11:18 AM EB 1 21 21 1:45 PM EB 1 20 20
Nassau Expressway Resiliency Study
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Traffic Counts Collecting, Inc.
192310777
Wednesday, August 13, 2017
EB Bay Blvd between Nassau Expressway & Rockaway Turnpike
Clear/Sunny
Morning Off-Peak Afternoon Off-Peak
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 28 - 85th Percentile Speed (mph) 27 -
Median Speed (mph) 21 Median Speed (mph) 21Average Speed (mph) 22 - Average Speed (mph) 22 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)
Nassau Expressway Resiliency Study
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Traffic Counts Collecting, Inc.
192310777
Wednesday, August 13, 2017
EB Bay Blvd between Nassau Expressway & Rockaway Turnpike
Clear/Sunny
Morning Off-Peak Afternoon Off-Peak
11:18 AM EB 2 17 17 1:45 PM EB 2 16 16
11:18 AM EB 1 15 15 1:45 PM EB 1 18 18
11:18 AM EB 2 19 19 1:47 PM EB 1 21 21
11:21 AM EB 1 25 25 1:47 PM EB 1 22 22
11:21 AM EB 2 16 16 1:47 PM EB 1 12 12
11:21 AM EB 1 19 19 1:47 PM EB 1 14 14
11:23 AM EB 1 15 15 1:47 PM EB 1 17 17
11:23 AM EB 1 23 23 1:49 PM EB 1 12 12
11:23 AM EB 1 22 22 1:49 PM EB 1 19 19
11:45 AM EB 1 23 23 1:50 PM EB 1 27 27
11:45 AM EB 2 20 20 1:50 PM EB 1 14 14
11:45 AM EB 1 24 24 1:51 PM EB 1 28 28
11:45 AM EB 2 21 21 1:51 PM EB 1 25 25
11:45 AM EB 1 19 19 1:51 PM EB 1 26 26
11:46 AM EB 1 25 25 1:52 PM EB 1 21 21
11:46 AM EB 2 18 18 1:52 PM EB 2 15 15
11:46 AM EB 1 24 24 1:52 PM EB 1 16 16
11:46 AM EB 2 25 25 1:53 PM EB 1 19 19
11:46 AM EB 1 25 25 1:53 PM EB 2 22 22
11:46 AM EB 2 29 29 1:53 PM EB 1 21 21
11:46 AM EB 1 25 25 1:53 PM EB 1 17 17
11:47 AM EB 1 32 32 1:54 PM EB 1 18 18
11:47 AM EB 2 29 29 1:54 PM EB 1 20 20
11:47 AM EB 1 21 21
11:47 AM EB 2 17 17
11:47 AM EB 1 22 22
11:47 AM EB 1 21 21
11:49 AM EB 1 21 21
11:49 AM EB 1 22 22
11:49 AM EB 1 23 23
11:49 AM EB 1 17 17
11:51 AM EB 1 19 19
11:51 AM EB 2 26 26
11:51 AM EB 1 25 25
11:51 AM EB 2 22 22
11:51 AM EB 1 23 23
11:51 AM EB 1 20 20
11:53 AM EB 1 18 18
11:53 AM EB 2 20 20
11:53 AM EB 1 19 19
11:53 AM EB 2 25 25
11:53 AM EB 1 20 20
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 28 - 85th Percentile Speed (mph) 26 -
Median Speed (mph) 23 Median Speed (mph) 21Average Speed (mph) 23 - Average Speed (mph) 22 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)10:15 AM WB 1 21 21 12:15 PM WB 1 22 22
10:15 AM WB 1 22 22 12:15 PM WB 1 19 19
10:15 AM WB 1 20 20 12:15 PM WB 1 21 21
10:17 AM WB 1 14 14 12:15 PM WB 1 21 21
10:17 AM WB 1 16 16 12:18 PM WB 1 20 20
10:17 AM WB 1 17 17 12:18 PM WB 1 19 19
10:17 AM WB 1 20 20 12:18 PM WB 1 20 20
10:17 AM WB 1 22 22 12:18 PM WB 1 24 24
10:17 AM WB 1 27 27 12:19 PM WB 1 33 33
10:18 AM WB 1 23 23 12:19 PM WB 1 32 32
10:18 AM WB 1 22 22 12:19 PM WB 1 29 29
10:18 AM WB 1 23 23 12:20 PM WB 1 14 14
10:18 AM WB 1 25 25 12:20 PM WB 1 16 16
10:18 AM WB 1 21 21 12:21 PM WB 1 34 34
10:18 AM WB 1 20 20 12:21 PM WB 1 28 28
10:18 AM WB 1 20 20 12:21 PM WB 1 26 26
10:20 AM WB 1 18 18 12:21 PM WB 1 25 25
10:20 AM WB 1 18 18 12:23 PM WB 1 21 21
10:20 AM WB 1 19 19 12:23 PM WB 1 22 22
10:20 AM WB 1 19 19 12:23 PM WB 1 20 20
10:23 AM WB 1 21 21 12:23 PM WB 1 21 21
10:23 AM WB 1 23 23 12:24 PM WB 1 16 16
10:23 AM WB 1 24 24 12:24 PM WB 1 20 20
10:23 AM WB 1 25 25 12:24 PM WB 1 21 21
10:23 AM WB 1 27 27 12:45 PM WB 1 23 23
10:24 AM WB 1 25 25 12:45 PM WB 1 22 22
10:24 AM WB 1 28 28 12:45 PM WB 1 26 26
10:27 AM WB 1 23 23 12:47 PM WB 1 25 25
10:27 AM WB 1 27 27 12:47 PM WB 1 24 24
10:27 AM WB 1 28 28 12:47 PM WB 1 23 23
10:29 AM WB 1 26 26 12:47 PM WB 1 25 25
10:29 AM WB 1 27 27 12:49 PM WB 1 24 24
10:29 AM WB 1 28 28 12:49 PM WB 1 25 25
10:45 AM WB 1 24 24 12:49 PM WB 1 25 25
10:45 AM WB 1 24 24 12:51 PM WB 1 32 32
10:45 AM WB 1 23 23 12:51 PM WB 1 31 31
10:45 AM WB 1 21 21 12:51 PM WB 1 22 22
10:47 AM WB 1 23 23 12:53 PM WB 1 27 27
10:47 AM WB 1 28 28 12:53 PM WB 1 22 22
10:47 AM WB 1 27 27 12:53 PM WB 1 23 23
10:47 AM WB 1 19 19 12:53 PM WB 1 19 19
10:47 AM WB 1 23 23 1:15 PM WB 1 17 17
10:51 AM WB 1 28 28 1:15 PM WB 1 19 19
10:51 AM WB 1 25 25 1:15 PM WB 1 24 24
10:51 AM WB 1 23 23 1:15 PM WB 1 25 25
10:51 AM WB 1 23 23 1:16 PM WB 1 20 20
10:53 AM WB 1 22 22 1:16 PM WB 1 18 18
10:53 AM WB 1 21 21 1:17 PM WB 1 26 26
10:53 AM WB 1 24 24 1:17 PM WB 1 25 25
10:53 AM WB 1 22 22 1:17 PM WB 1 26 26
10:53 AM WB 1 20 20 1:17 PM WB 1 18 18
10:53 AM WB 1 28 28 1:17 PM WB 1 19 19
10:53 AM WB 1 29 29 1:19 PM WB 1 31 31
10:53 AM WB 1 24 24 1:19 PM WB 1 29 29
10:53 AM WB 1 26 26 1:19 PM WB 1 24 24
11:15 AM WB 1 27 27 1:19 PM WB 1 20 20
11:15 AM WB 1 25 25 1:21 PM WB 1 23 23
11:15 AM WB 1 27 27 1:21 PM WB 1 24 24
11:15 AM WB 1 32 32 1:22 PM WB 1 20 20
11:15 AM WB 1 30 30 1:23 PM WB 1 21 21
11:17 AM WB 1 25 25 1:23 PM WB 1 17 17
11:17 AM WB 1 14 14 1:23 PM WB 1 21 21
11:17 AM WB 1 14 14 1:23 PM WB 1 20 20
11:19 AM WB 1 22 22 1:23 PM WB 1 19 19
11:19 AM WB 1 23 23 1:45 PM WB 1 18 18
11:19 AM WB 1 22 22 1:45 PM WB 1 17 17
11:20 AM WB 1 24 24 1:45 PM WB 1 20 20
11:20 AM WB 1 21 21 1:47 PM WB 1 22 22
11:21 AM WB 1 30 30 1:47 PM WB 1 23 23
11:21 AM WB 1 29 29 1:47 PM WB 1 21 21
11:21 AM WB 1 22 22 1:48 PM WB 1 18 18
11:21 AM WB 1 24 24 1:48 PM WB 1 17 17
11:21 AM WB 1 21 21 1:49 PM WB 1 19 19
11:23 AM WB 1 25 25 1:49 PM WB 1 23 23
11:23 AM WB 1 23 23 1:49 PM WB 1 24 24
Nassau Expressway Resiliency Study
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Traffic Counts Collecting, Inc.
192310777
Wednesday, August 13, 2017
WB Bay Blvd between Nassau Expressway & Rockaway Turnpike
Clear/Sunny
Morning Off-Peak Afternoon Off-Peak
SURVEYOR:
PROJECT NAME:
PROJECT NUMBER:
DATE:
LOCATION:
WEATHER:
Angle (deg) Factor Angle (deg) Factor
Lane 1 (Right Lane) 0.00 0.000 Lane 1 (Right Lane) 0.00 0.000
Lane 2 (Left Lane) 0.00 0.000 Lane 2 (Left Lane) 0.00 0.000
85th Percentile Speed (mph) 28 - 85th Percentile Speed (mph) 26 -
Median Speed (mph) 23 Median Speed (mph) 21Average Speed (mph) 23 - Average Speed (mph) 22 -
START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)START TIME
DIR LANEMEASURED SPEED
(MPH)ADJUSTED SPEED
(MPH)
Nassau Expressway Resiliency Study
Stantec Consulting Services, Inc.NASSAU EXPRESSWAY SPEED STUDY
Traffic Counts Collecting, Inc.
192310777
Wednesday, August 13, 2017
WB Bay Blvd between Nassau Expressway & Rockaway Turnpike
Clear/Sunny
Morning Off-Peak Afternoon Off-Peak
11:23 AM WB 1 25 25 1:49 PM WB 1 22 22
11:23 AM WB 1 26 26 1:50 PM WB 1 20 20
11:23 AM WB 1 20 20 1:50 PM WB 1 19 19
11:45 AM WB 1 15 15 1:51 PM WB 1 19 19
11:45 AM WB 1 18 18 1:51 PM WB 1 18 18
11:45 AM WB 1 18 18 1:51 PM WB 1 21 21
11:46 AM WB 1 17 17 1:51 PM WB 1 20 20
11:46 AM WB 1 19 19 1:53 PM WB 1 18 18
11:47 AM WB 1 39 39 1:53 PM WB 1 27 27
11:49 AM WB 1 28 28 1:53 PM WB 1 26 26
11:49 AM WB 1 22 22 1:54 PM WB 1 20 20
11:49 AM WB 1 25 25 1:54 PM WB 1 19 19
11:49 AM WB 1 20 20
11:49 AM WB 1 19 19
11:51 AM WB 1 23 23
11:51 AM WB 1 22 22
11:51 AM WB 1 23 23
11:51 AM WB 1 29 29
11:51 AM WB 1 30 30
11:51 AM WB 1 34 34
11:53 AM WB 1 28 28
11:53 AM WB 1 27 27
11:53 AM WB 1 25 25
11:53 AM WB 1 26 26