wilson boulevard traffic analysis - Arlingtonva
WILSON BOULEVARD TRAFFIC ANALYSIS Along Wilson Blvd from N. McKinley St. to N. George Mason Dr.
November 2014
Prepared by Arlington County TE&O
TABLE OF CONTENTS Table of Contents .......................................................................................................................................... 2 Summary of Findings ..................................................................................................................................... 3 Background ................................................................................................................................................... 3 Methodology ................................................................................................................................................. 3 Growth Determination .............................................................................................................................. 4 Model Verification .................................................................................................................................... 4 Scenarios ................................................................................................................................................... 4 Analysis ......................................................................................................................................................... 5 Overall Network Measures of Effectiveness ............................................................................................. 5 Highway Capacity Manual (HCM) Measures ............................................................................................ 5 Discussion and Conclusion ............................................................................................................................ 6 Appendix A – Existing Traffic Count Data ..................................................................................................... 7
2 Wilson Boulevard Traffic Analysis
SUMMARY OF FINDINGS This analysis examined the impacts of implementing a road diet on a portion of Wilson Blvd from N. George Mason Dr. to N. McKinley St. The results were obtained using existing traffic counts, an estimated growth rate, current WMATA and ART transit route information, and Synchro 8 software. The results of the analysis show that the proposed configuration will only moderately impact the traffic on Wilson Blvd. However, a significantly higher increase in delay will be experienced on the sidestreet traffic entering Wilson Blvd—the traffic volumes on these streets is not significant when compared with the mainstreet volumes.
BACKGROUND Wilson Blvd is currently two lanes in both directions with a wide center median. During the morning (AM) and evening (PM) rush hours, this portion of Wilson Blvd contains relatively heavy directional traffic. The current speed limit is 30 mph. As part of the proposed project, Wilson Blvd would be reduced to a single lane in both directions with a center left‐turn lane to access sidestreets and driveways. The remaining portion of the roadway would be used for bicycle lanes, wider sidewalks, or other improvements. However, Wilson Blvd would remain a two‐lane road through the two major signalized intersections at the ends of the corridor (George Mason Dr and McKinley). There is a pilot program currently under consideration that would only implement the three‐lane cross section from N Frederick St to N Larrimore St. This report was assembled to evaluate the results throughout the entire corridor should the full build‐out occur.
METHODOLOGY To analyze the impacts of the road diet, a model was developed for Wilson Blvd from N McKinley St to N George Mason Dr. The model included signalized intersections at the following cross streets: ‐ ‐ ‐ ‐
N McKinley Rd N Patrick Henry Dr Dominion Hills Rec Center Entrance (Larrimore)
‐ ‐ ‐
N Jefferson St N Edison St N George Mason Dr
In addition to these signalized intersections several unsignalized, stop‐controlled side streets were also modeled to represent the major sink/source locations along the corridor. The choice of whether or not to include a side street was made based on observed traffic patterns, connectivity of the road, and density. The model included the following side streets: ‐ ‐ ‐ ‐ ‐ ‐ ‐
N Lebanon St N Frederick St N Livingston St N Lexington St N Kensington St N Illinois St N Harrison St
‐ ‐ ‐ ‐ ‐ ‐
N Frederick St N Kentucky St N Jacksonville St N Greenbrier St N Florida St Powhatan Springs Park Entrance (Skate Park)
3 Wilson Boulevard Traffic Analysis
GROWTH DETERMINATION The design year for the traffic analysis is 2030. To determine the future traffic volumes, two approaches were compared: the MWCOG model projections were compared to an assumed 0.5% annual growth rate. The MWCOG demonstrated an average annual growth rate of roughly 0.15%. Therefore, the more conservative value of 0.5% annual growth was chosen.
MODEL VERIFICATION To verify the models, field measurements for corridor travel time were collected for both the AM and PM peak periods. These travel times were compared to those generated by the existing no‐build Synchro model and were found to be reasonably accurate. Table 1, below, shows the results of the travel time analysis for the corridor. TABLE 1: TRAVEL TIME COMPARISON
Scenario AM Peak (sec) (EB) PM Peak (sec) (WB) 1: 2014 No‐Build 258.6 216.4 2: 2014 Build 280.2 297.4 3: 2030 No‐Build 291.0 220.2 4: 2030 Build 323.0 351.1 In addition to the travel time collection, field‐measured saturation flowrates were also collected during the AM and PM peak periods. The field‐measured saturation flowrates were found to be comparable to the calculated values in the Synchro model for both the AM and PM peak periods. Refer to Appendix III for field measurement calculations. Traffic counts for the existing base models were collected during AM and PM peak periods. Using current WMATA and ART transit information, the bus blockages along the corridor were verified in the field and applied to the Synchro model as well. Refer to Appendix III for bus blockage calculations.
SCENARIOS To compare the proposed roadway model to the existing conditions, four scenarios were developed: Scenario 1: 2014 No‐build ‐ Current roadway geometry ‐ Current traffic volumes Scenario 2: 2014 Build ‐ Modified roadway geometry‐single travel lane from N Patrick Henry Dr to N Frederick St with a center left turn lane ‐ Current traffic volumes Scenario 3: 2030 No Build ‐ Current roadway geometry ‐ Future traffic volume projections Scenario 4: 2030 Build ‐ Modified roadway geometry‐single travel lane from N Patrick Henry Dr to N Frederick St with a center left‐ turn lane ‐ Future traffic volume projections
4 Wilson Boulevard Traffic Analysis
The AM and PM peak periods were analyzed for all four scenarios. Traffic signal timings were consistent through all scenarios. The results are presented in the following sections.
ANALYSIS To analyze the impact of the proposed road diet, several characteristics of the corridor operation were analyzed. A network‐ wide tabulation of several Measures of Effectiveness (MOEs) was prepared. The Highway Capacity Manual (HCM) Level of Service (LOS) for the signalized and unsignalized intersections was also tabulated using HCM 2010 and HCM 2000, respectively. The results are presented in the following sections.
OVERALL NETWORK MEASURES OF EFFECTIVENESS The Summary Network MOE shows quantitative information such as delays, stops, and fuel consumption about the performance of intersections and the network. TABLE 2: NETWORK MEASURES OF EFFECTIVENESS
Measure Delay (hr) Stops Fuel (gal)
1: 2014 No Build AM PM 76 73 7301 8148 213 227
2: 2014 Build AM PM 86 109 8103 8316 225 255
3: 2030 No Build AM PM 99 94 8208 9344 245 261
4: 2030 Build AM PM 119 171 9098 9372 265 318
HIGHWAY CAPACITY MANUAL (HCM) MEASURES Table 3, below, summarizes the results of the HCM analysis for the four scenarios for signalized intersections. TABLE 3: DELAY & LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS
Intersection
1: 2014 No Build AM PM
2: 2014 Build AM PM
3: 2030 No Build AM PM
4: 2030 Build AM PM
Delay shown in sec/veh
McKinley Rd Patrick Henry Dr Jefferson St Edison St George Mason Dr*
22.3 (C) 3.3 (A) 5.8 (A) 3.9 (A) 23.5 (C)
24.2 (C) 5.0 (A) 3.5 (A) 3.4 (A) 31.4 (C)
25.5 (C) 8.0 (A) 10.8 (B) 6.0 (A) 23.5 (C)
30.2 (C) 44.7 (D) 8.6 (A) 4.3 (A) 31.4 (C)
26.9 (C) 3.4 (A) 6.1 (A) 4.1 (A) 27.5 (C)
29.8 (C) 6.0 (A) 3.8 (A) 3.3 (A) 40.5 (D)
30.2 (C) 9.2 (A) 13.2 (B) 6.3 (A) 27.5 (C)
36.4 (D) 69.4 (E) 10.6 (B) 4.3 (A) 40.5 (D)
*intersection LOS not impacted by proposed improvements as there were not geometry improvements at this intersection
The results of the signalized intersections show minimal change in the LOS between the various scenarios. This stability is in part to the fact that the lane configurations at the major signalized intersections at N George Mason Dr and N McKinley St remained fairly consistent throughout the different scenarios. The results do show a significant amount of delay at the Patrick Henry intersection in the PM period for the build scenario. This delay is linked to a heavy left‐turn demand at the intersection. For this reason, the phasing and lane configuration at the intersection of Patrick Henry Dr should be revisited if the decision to implement the project moves forward. The HCM 2010 LOS reports for two‐way stopped controlled (TWSC) intersections reflect the degree of delays experienced by the intersection.
5 Wilson Boulevard Traffic Analysis
TABLE 4: HCM DELAY AT UNSIGNALIZED INTERSECTIONS (SEC/VEH)
Cross Street
1: 2014 No Build AM PM NB
Lebanon St.
NB
0.2 ‐
Livingston St.
‐
0.6
Harrison St.
‐
0.5 22.4
Lexington St.
0.5 17.7
17.3
2.6 33.7
‐
28.1
2.1 14.7
38.2
‐ 0.6
28.8
31.1
3.7 25.0
50.8
‐
25.7
4.0 20.5
89.1
‐
21.0
3.4 32.4
46.2
52.6
‐
22.8
32.9
‐
81.8
23.0 0.7
35.5
38.1
5.7 30
55.2 0.2
0.8 37.3
61.2 3.4
41.1
‐
2.7 16.1
44.4
0.1 18.0
40.5 0.8
42.0
‐
0.5 19.8
‐
2.6 30.1
SB 0.2
28.3
27.5
0.2 15.6
NB
1.1 38.1
‐
0.6 42
‐
2.1 21.1
SB 0.3
28.3
23.3
0.1 20.5
NB
0.6 22
‐
SB
‐
2.0 38.3
4: 2030 Build AM PM
0.2 18.2
19.2
0.1 20.1
NB
0.7 16.8
‐
0.6 27.4
‐
2.4 30.6
SB 0.2
33.3
35.2
0.1 16.4
NB
0.7 33.3
‐
SB
‐
2.1 23.9
3: 2030 No Build AM PM
0.2 24.3
23.4
0.2 14.5
NB
0.9 31.5
‐
0.1
Frederick St.
‐
1.7 19.4
SB 0.3
24.3
20.5
1.7
‐
NB
0.5 19.5
‐
SB .2
16.7
17.2
Kensington St.
SB
2: 2014 Build AM PM
53.1 6.5
24.1
155
40.1
From the results presented in Table 4 it is apparent that some intersections are greatly impacted by the proposed geometry changes. The majority of the increase in delay is on the side streets due to the reduced availability of acceptable gaps for traffic attempting to access Wilson Blvd. However, as previously mentioned, the traffic volumes on the side streets are minimal when compared to the volumes on Wilson Blvd.
DISCUSSION AND CONCLUSION The delay for the side street approaches is degraded considerably under the proposed conditions because the one‐lane portions of Wilson Blvd experience high volumes for a single lane. The drivers entering Wilson Blvd from the side streets will experience delays and will be pressured to accept smaller gaps as a result. This more aggressive behavior could potentially result in an increase in unsafe driving. In addition, the single lane operation is impacted by bus blockages, but the estimated impacts to traffic traveling along Wilson Blvd is not significant. In addition, the impacts to the signalized intersections shown in Table 3 are significant, particularly the signals to the west end of Wilson such as McKinley Rd. and Patrick Henry Dr. Thus, it is recommended that the phasing and configuration of the western signalized intersections be revisited should the project move towards full implementation to the County line.
6 Wilson Boulevard Traffic Analysis
APPENDIX A – EXISTING TRAFFIC COUNT DATA
7 Wilson Boulevard Traffic Analysis
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Manchester St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.00 0
422 0.95 853
0
0
0
398
42
102 24 143
0
0.81
0.0
500
3.6
0.91 916
4.8
0.0
0.0
4.7
3.3
7.1
7.8
104
7.7
0
0
0
0
0
Left 40 8 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 1 2 4 2 2 5 10 7 8 7 6 2
0
4
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
5.3
10.2
0
4
NA
4.2
8.3 0.0 10.6
128
1
0
0.0
0.0 0.0 0.0 0
0.93
811
QC JOB #: 13325801 DATE: Wed, Oct 08 2014
N Manchester St (Northbound) Thru Right 0 4 0 11 0 24 0 7 0 18 0 31 0 34 0 21 0 20 0 38 0 33 0 12
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 136 0 0 12 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Manchester St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 60 3 93 5 120 7 157 5 193 8 218 6 206 15 194 13 167 7 154 12 157 8 132 7
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 824 60 0 28 4 0 0 0
Left 1 6 9 16 17 22 29 33 32 35 9 14
Left 116 12 0
Wilson Blvd (Westbound) Thru Right 31 0 41 0 45 0 61 0 90 0 90 0 103 0 115 0 80 0 110 0 68 0 64 0
Total U 0 0 0 0 0 1 0 0 0 0 0 0
Westbound Thru Right U 412 0 0 24 0 0 0 0
Hourly Totals
100 158 209 248 328 373 397 383 314 356 281 231
715 943 1158 1346 1481 1467 1450 1334 1182
Total 1588 88 4 0
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Manchester St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.00 0
362 0.87 338
0
0
0
342
18
56 20 74
0
0.66
0.0
398
5.2
0.88 371
3.6
0.0
0.0
3.8
5.3
0.0
1.8
51
1.4
0
0
0
0
0
Left 20 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
1
NA
Left 4 5 6 3 3 5 5 7
0
2
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.3
7.0
0
7
NA
4.8
5.0 0.0 7.8
71
0
0
0.0
0.0 0.0 0.0 0
0.91
320
QC JOB #: 13325802 DATE: Wed, Oct 08 2014
N Manchester St (Northbound) Thru Right 0 13 0 15 0 10 0 6 0 7 0 22 0 10 0 12
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 40 0 0 4 8 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
N Manchester St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 73 6 71 8 80 2 84 2 71 1 72 5 91 6 86 6
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 364 24 0 16 0 0 2 0
Left 16 11 16 9 11 19 13 13
Left 52 4 0
Wilson Blvd (Westbound) Thru Right 89 0 77 0 86 0 67 0 76 0 94 0 96 0 76 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 384 0 0 12 0 0 0 0
Hourly Totals
201 187 200 171 169 217 221 200
759 727 757 778 807
Total 884 36 8 2
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Manchester St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.00 0
863 0.89 572
0
0
0
806
71
147 57 218
0
0.89
0.0
953
1.4
0.93 622
1.6
0.0
0.0
1.8
1.5
0.0
0.0
121
0.0
0
3
2
0
0
Left 60 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 10 8 5 11 16 13 13 15 16 19 11 16
0
1
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.6
0.6
0
7
NA
1.3
0.0 0.0 0.8
178
2
0
0.0
0.0 0.0 0.0 0
0.98
501
QC JOB #: 13325803 DATE: Wed, Oct 08 2014
N Manchester St (Northbound) Thru Right 0 20 0 15 0 18 0 35 0 28 0 40 0 33 0 24 0 24 0 26 0 23 0 28
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 96 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Manchester St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 117 12 119 11 105 9 111 15 102 10 115 16 130 18 113 19 143 18 112 18 106 8 128 9
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 452 76 0 16 0 0 0 0
Left 14 23 39 33 26 30 48 45 24 34 25 22
Left 180 0 0
Wilson Blvd (Westbound) Thru Right 153 0 160 0 172 0 166 0 215 0 218 0 174 0 217 0 197 0 158 0 160 0 123 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 868 0 0 12 0 8 0 0
Hourly Totals
326 336 348 371 397 432 416 433 422 367 333 326
1381 1452 1548 1616 1678 1703 1638 1555 1448
Total 1732 28 16 0
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Arlington Mill Dr -- Wilson Blvd CITY/STATE: Arlington, VA 15
2
Peak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.85 3
424 0.96 842
0
12
1
421
0
0 0 0
0
0.00
0.0
422
3.5
0.90 853
4.9
0.0
0.0
4.9
3.6
0.0
0.0
0
0.0
0
0
0
0
0 0
N Arlington Mill Dr (Northbound) Left Thru Right U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
4
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.8
0.0
0
4
NA
3.6
0.0 0.0 0.0
0
1
0
0.0
0.0 0.0 0.0 1
0.95
841
QC JOB #: 13325804 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 0 0 0 0 4 0 0
NA
NA
N Arlington Mill Dr (Southbound) Left Thru Right U 0 0 0 0 1 0 0 0 2 0 2 0 3 0 2 0 3 0 0 0 4 0 0 0 2 0 2 0 3 0 1 0 4 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0
Left 8 0 0
Southbound Thru Right U 0 8 0 0 0 0 0 0
Left 0 0 1 1 0 0 1 0 0 0 0 1
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 63 0 97 0 125 0 159 0 198 0 220 0 219 0 204 0 170 0 166 0 164 0 138 0
U 0 0 0 1 0 0 0 0 0 0 0 0
Eastbound Thru Right U 876 0 0 32 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 32 0 42 1 49 0 63 0 91 1 95 0 113 0 122 0 88 0 117 0 74 0 65 1
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 452 0 0 32 0 0 0 0
Hourly Totals
95 141 179 229 293 319 337 330 263 283 239 206
644 842 1020 1178 1279 1249 1213 1115 991
Total 1348 64 4 0
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Arlington Mill Dr -- Wilson Blvd CITY/STATE: Arlington, VA 2
2
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.50 1
363 0.87 339
0
1
2
360
0
0 0 0
0
0.00
0.0
362
5.0
0.90 338
3.5
0.0
50.0
3.6
5.0
0.0
0.0
0
0.0
0
0
0
0
0 0
N Arlington Mill Dr (Northbound) Left Thru Right U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
1
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
2
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
3.6
0.0
0
7
NA
5.2
0.0 0.0 0.0
0
0
1
50.0
0.0 0.0 0.0 2
0.88
337
QC JOB #: 13325805 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 0 0 0 0 8 0 0
NA
NA
N Arlington Mill Dr (Southbound) Left Thru Right U 1 0 1 0 1 0 0 0 2 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 1 0 0 1 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 78 0 78 0 80 0 85 0 72 0 77 0 96 0 92 0
U 2 0 0 0 0 0 1 1
Eastbound Thru Right U 384 0 4 16 0 0 2 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 93 0 81 1 92 0 70 0 79 0 98 1 101 0 82 1
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 404 0 0 12 0 0 0 0
Hourly Totals
176 161 176 157 151 176 199 177
670 645 660 683 703
Total 796 28 8 2
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Arlington Mill Dr -- Wilson Blvd CITY/STATE: Arlington, VA 7
15
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.42 4
858 0.89 575
0
3
6
854
0
0 0 0
0
0.00
0.0
863
1.4
0.95 572
1.6
0.0
0.0
1.6
1.4
0.0
0.0
0
0.0
0
0
2
0
0 0
N Arlington Mill Dr (Northbound) Left Thru Right U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
1
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.6
0.0
0
7
NA
1.4
0.0 0.0 0.0
0
2
0
0.0
0.0 0.0 0.0 9
0.96
569
QC JOB #: 13325806 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 0 0 0 0 8 0 0
NA
NA
N Arlington Mill Dr (Southbound) Left Thru Right U 0 0 0 0 1 0 2 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 3 0 1 0 0 0 1 0 1 0 1 0 0 0 5 0 1 0 0 0 0 0 2 0 1 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 1 2 0 1 2 1 2 0 0 5
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 129 0 129 0 114 0 125 0 110 0 131 0 147 0 131 0 160 0 125 0 114 0 135 0
U 0 0 1 0 1 0 0 0 0 0 1 0
Eastbound Thru Right U 640 0 0 8 0 0 1 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 163 0 167 1 177 0 176 1 229 2 226 5 187 0 228 4 213 0 177 0 168 3 137 2
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 852 0 0 12 0 0 2 0
Hourly Totals
292 300 293 305 344 366 337 366 376 308 286 282
1190 1242 1308 1352 1413 1445 1387 1336 1252
Total 1504 20 8 3
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Lexington St -- Wilson Blvd CITY/STATE: Arlington, VA 30
22
Peak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.64 25
497 0.93 910
0
5
6
416
53
6 56 59
3
0.91
6.7
435
6.0
0.83 866
5.7
50.0
0.0
4.8
6.3
15.1
0.0
10
13.6
0
0
0
0
0 0
N Lexington St (Northbound) Left Thru Right 2 1 0 8 0 1 8 0 2 13 0 2 12 2 3 16 0 3 13 0 1 15 1 3 9 2 2 17 1 3 11 0 1 12 0 2
0
0
0
NA
NA
Left 60 4
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.7
2.9
0
9
NA
6.0
3.6 0.0 0.0
69
4
3
13.6
8.0 0.0 0.0 13
0.95
851
QC JOB #: 12793004 DATE: Wed, Oct 08 2014
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 12 0 0 0 8 0 0
N Lexington St (Southbound) Left Thru Right 1 2 0 2 0 2 3 2 1 3 1 3 1 0 6 1 0 7 1 0 4 2 0 8 4 2 3 8 2 6 4 0 2 1 1 1
Left 8 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 32 0 0 0 0 0 0
Left 1 1 2 1 1 2 2 1 7 1 0 0
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 64 4 94 6 120 15 145 8 199 15 221 15 233 10 198 13 183 9 181 10 183 11 134 14
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 792 52 0 24 12 0 0 0
Left 0 0 5 2 3 1 0 2 1 2 0 1
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 28 1 37 2 41 1 66 2 84 0 97 3 102 5 133 5 102 1 111 3 68 1 64 7
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 532 20 0 32 0 0 0 0
Hourly Totals
104 153 200 246 326 366 371 381 325 345 281 237
703 925 1138 1309 1444 1443 1422 1332 1188
Total 1524 72 8 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Lexington St -- Wilson Blvd CITY/STATE: Arlington, VA 28
33
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.88 14
399 0.90 364
0
14
18
355
36
2 30 38
3
0.80
14.3
369
6.3
0.92 326
6.3
5.6
8.3
6.5
5.9
5.6
0.0
2
5.3
1
0
0
0
0 0
N Lexington St (Northbound) Left Thru Right 8 3 2 8 0 2 4 0 2 1 2 2 7 1 0 8 2 1 7 0 1 8 0 0
0
0
0
NA
NA
Left 28 0
1
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
6.7
5.7
0
5
NA
6.0
3.3 0.0 50.0
35
4
1
6.1
21.4 0.0 7.1 12
0.93
310
QC JOB #: 12793005 DATE: Wed, Oct 08 2014
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 4 0 0 4 4 0 0
N Lexington St (Southbound) Left Thru Right 2 0 3 1 0 3 0 1 5 4 0 3 2 0 4 3 0 4 5 0 3 4 0 3
Left 20 0 1
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 12 0 0 4 12 0 1
Left 3 3 1 4 3 3 6 6
Left 24 0 0
Wilson Blvd (Eastbound) Thru Right 81 4 78 9 76 6 86 8 63 7 80 9 85 7 82 13
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 340 28 0 24 0 0 0 0
Left 1 0 2 0 0 0 1 1
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 95 2 75 4 93 4 73 0 80 4 96 4 95 4 84 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 380 16 0 16 0 0 0 0
Hourly Totals
204 183 194 183 171 210 214 201
764 731 758 778 796
Total 856 48 16 2
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Lexington St -- Wilson Blvd CITY/STATE: Arlington, VA 21
40
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.73 11
957 0.92 617
3
7
20
895
78
7 51 88
5
0.88
9.5
917
2.3
0.93 531
2.1
0.0
0.0
2.5
2.2
0.0
0.0
5
1.1
0
0
0
1
0 0
N Lexington St (Northbound) Left Thru Right 13 0 2 13 0 2 15 0 6 9 1 3 13 2 1 14 2 0 6 1 2 18 1 2 13 1 1 18 0 1 20 1 1 13 1 2
0
0
0
NA
NA
Left 72 4
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.4
1.6
0
7
NA
2.2
2.0 0.0 0.0
61
5
3
0.0
9.1 33.3 0.0 15
0.98
519
QC JOB #: 12793006 DATE: Wed, Oct 08 2014
NA
NA
U 0 0 0 0 2 0 0 0 0 0 0 0
Northbound Thru Right U 4 8 0 0 0 8 0 0
N Lexington St (Southbound) Left Thru Right 0 0 3 3 0 3 0 1 2 4 0 5 0 0 5 0 0 4 1 1 1 2 1 5 4 1 1 3 5 4 1 0 6 4 1 5
Left 8 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 20 0 4 4 0 0 0
Left 3 3 5 1 2 7 2 3 8 4 4 4
Left 12 0 0
Wilson Blvd (Eastbound) Thru Right 111 21 112 22 102 18 129 15 117 20 125 13 142 21 111 25 141 19 114 29 112 14 140 11
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 444 100 0 16 0 8 0 0
Left 1 3 4 1 0 0 4 3 0 1 2 1
Left 12 0 0
Wilson Blvd (Westbound) Thru Right 151 4 165 7 182 1 195 4 213 4 229 5 218 1 240 3 208 6 166 3 161 3 136 1
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 960 12 0 32 0 0 0 0
Hourly Totals
309 333 336 367 379 399 400 414 403 348 325 319
1345 1415 1481 1545 1592 1616 1565 1490 1395
Total 1656 60 16 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Kensington St -- Wilson Blvd CITY/STATE: Arlington, VA 8
11
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM
0.61 4
480 0.87 907
0
4
4
476
0
0 0 0
0
0.00
0.0
483
5.6
0.92 907
3.3
25.0
14.3
3.2
5.7
0.0
0.0
0
0.0
0
1
0
0
0 0
N Kensington St (Northbound) Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
3.2
0.0
0
0
NA
5.8
0.0 0.0 0.0
0
5
0
18.2
0.0 0.0 0.0 7
0.91
903
QC JOB #: 12793007 DATE: Wed, Oct 15 2014
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
N Kensington St (Southbound) Left Thru Right 1 0 1 3 0 0 1 0 3 1 0 1 2 0 5 2 0 2 0 0 1 1 0 1 1 0 0 3 0 3 2 0 1 0 0 1
Left 8 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 8 0 0 0 4 0 0
Left 0 0 0 1 1 1 1 0 2 1 0 0
Wilson Blvd (Eastbound) Thru Right 61 0 96 0 135 0 134 0 197 0 259 0 197 0 220 0 227 0 202 0 142 0 127 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 4 1036 0 0 4 36 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 31 0 35 2 44 0 76 0 72 2 118 0 117 2 112 3 129 2 105 0 68 0 71 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 472 0 0 24 0 0 0 0
Hourly Totals
94 136 183 213 279 382 318 337 361 314 213 199
626 811 1057 1192 1316 1398 1330 1225 1087
Total 1528 64 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Kensington St -- Wilson Blvd CITY/STATE: Arlington, VA 6
7
Peak-Hour: 11:30 AM -- 12:30 PM Peak 15-Min: 12:15 PM -- 12:30 PM
0.50 3
338 0.91 316
0
3
5
335
0
0 0 0
0
0.00
0.0
337
4.1
0.94 314
2.2
0.0
50.0
2.3
4.2
0.0
0.0
0
0.0
0
2
0
0
0 0
N Kensington St (Northbound) Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
2.2
0.0
0
0
NA
4.5
0.0 0.0 0.0
0
2
1
14.3
0.0 0.0 0.0 2
0.92
311
QC JOB #: 12793008 DATE: Wed, Oct 15 2014
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
N Kensington St (Southbound) Left Thru Right 0 0 2 2 0 0 0 0 0 1 0 1 0 0 1 0 0 0 3 0 0 2 0 2
Left 4 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 0 0 0
Left 1 3 0 1 0 0 3 1
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 80 0 70 0 75 0 86 0 75 0 68 0 67 0 63 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 344 0 0 8 0 0 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 80 0 80 2 85 0 90 0 76 3 82 1 88 0 60 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 360 0 0 12 0 0 0 0
Hourly Totals
163 157 160 179 155 151 161 128
659 651 645 646 595
Total 716 20 0 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Kensington St -- Wilson Blvd CITY/STATE: Arlington, VA 6
18
Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.56 2
845 0.89 493
0
4
8
843
0
0 0 0
0
0.00
0.0
853
1.5
0.89 489
1.4
0.0
0.0
1.4
1.5
0.0
0.0
0
0.0
0
1
1
0
0 0
N Kensington St (Northbound) Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.4
0.0
0
1
NA
1.5
0.0 0.0 0.0
0
6
0
0.0
0.0 0.0 0.0 10
0.94
485
QC JOB #: 12793009 DATE: Wed, Oct 15 2014
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
N Kensington St (Southbound) Left Thru Right 0 0 0 0 0 1 0 0 1 1 0 1 3 0 0 0 0 2 0 0 0 1 0 0 2 0 2 0 0 1 0 0 2 2 0 0
Left 4 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 16 0 0
Left 1 0 1 0 1 1 2 4 0 0 1 0
Left 16 0 0
Wilson Blvd (Eastbound) Thru Right 107 0 84 0 79 0 106 0 121 0 109 0 120 0 135 0 101 0 96 0 91 0 103 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 540 0 0 8 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 133 5 149 4 172 1 158 0 193 1 238 5 193 3 219 1 200 3 181 0 140 1 103 2
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 876 4 0 20 0 0 1 0
Hourly Totals
246 238 254 266 319 355 318 360 308 278 235 210
1004 1077 1194 1258 1352 1341 1264 1181 1031
Total 1440 28 16 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jacksonville St -- Wilson Blvd CITY/STATE: Arlington, VA 18
8
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.78 6
469 0.89 881
0
12
5
463
0
0 0 0
0
0.00
11.1
466
4.7
0.82 888
4.2
20.0
0.0
4.1
4.5
0.0
0.0
0
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0 0 0 0 0
0
0
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.2
0.0
0
3
NA
4.5
0.0 0.0 0.0
0
8
0
12.5
16.7 0.0 8.3 3
0.93
876
QC JOB #: 12793010 DATE: Wed, Oct 08 2014
N Jacksonville St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 3 1 3 4 4 2 1 5 3 5 2
Left 8 4 0
N Jacksonville St (Southbound) Thru Right 0 0 0 2 0 4 0 4 0 4 0 1 0 3 0 1 0 1 0 1 0 0 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 12 0 0 0 8 0 0
Left 0 1 0 0 1 0 0 2 3 0 0 1
Wilson Blvd (Eastbound) Thru Right 63 0 104 0 129 0 153 0 193 0 236 0 250 0 206 0 184 0 197 0 184 0 129 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 0 1000 0 0 0 48 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 30 0 39 0 43 1 59 1 83 2 97 0 111 1 146 2 109 0 113 2 74 0 71 2
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 444 4 0 24 0 0 0 0
Hourly Totals
93 149 178 220 287 338 367 358 302 316 263 206
640 834 1023 1212 1350 1365 1343 1239 1087
Total 1468 76 8 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jacksonville St -- Wilson Blvd CITY/STATE: Arlington, VA 10
14
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.70 2
375 0.88 333
0
8
4
373
0
0 0 0
0
0.00
0.0
383
4.0
0.91 337
4.5
0.0
10.0
4.6
4.0
0.0
0.0
0
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0
0
1
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.5
0.0
0
3
NA
4.2
0.0 0.0 0.0
0
3
1
7.1
0.0 0.0 0.0 10
0.91
329
QC JOB #: 12793011 DATE: Wed, Oct 08 2014
N Jacksonville St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 4 0 0
Left 2 3 3 2 1 3 0 4
Left 0 0 0
N Jacksonville St (Southbound) Thru Right 0 2 0 2 0 0 0 0 0 0 0 1 0 1 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 0 0 0
Left 0 0 0 0 1 1 1 1
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 82 0 84 0 78 0 92 0 68 0 80 0 95 0 86 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 380 0 0 16 0 0 1 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 97 0 83 0 97 2 78 2 84 0 101 4 98 4 90 2
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 392 16 0 4 0 0 0 0
Hourly Totals
183 172 180 174 154 190 199 183
709 680 698 717 726
Total 796 20 4 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jacksonville St -- Wilson Blvd CITY/STATE: Arlington, VA 20
22
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.58 9
938 0.90 528
0
11
12
929
0
0 0 0
0
0.00
5.0
939
1.5
0.96 527
1.7
0.0
0.0
1.7
1.4
0.0
0.0
0
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0 0 0 0 0
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.7
0.0
0
6
NA
1.4
0.0 0.0 0.0
0
2
0
0.0
11.1 0.0 0.0 10
0.97
516
QC JOB #: 12793012 DATE: Wed, Oct 08 2014
N Jacksonville St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
Left 4 4 1 2 2 1 6 2 2 2 3 2
Left 24 0 0
N Jacksonville St (Southbound) Thru Right 0 0 0 0 0 4 0 0 0 0 0 1 0 3 0 3 0 2 0 1 0 1 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 12 0 0 0 0 0 0
Left 3 0 0 4 0 3 3 5 1 0 0 0
Left 12 0 0
Wilson Blvd (Eastbound) Thru Right 111 0 114 0 94 0 136 0 118 0 125 0 137 0 108 0 146 0 121 0 116 0 144 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 548 0 0 8 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 155 2 179 2 196 2 204 4 231 5 237 3 230 3 250 1 212 3 169 1 165 3 150 4
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 920 12 0 8 0 0 0 0
Hourly Totals
275 299 297 350 356 370 382 369 366 294 288 301
1221 1302 1373 1458 1477 1487 1411 1317 1249
Total 1528 16 0 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jefferson St -- Wilson Blvd CITY/STATE: Arlington, VA 25
12
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.78 10
460 0.90 890
6
9
3
423
7
45 27 58
3
0.63
4.0
474
5.9
0.82 971
4.6
0.0
0.0
4.5
5.9
14.3
4.4
82
5.2
0
11
0
0
0
Left 48 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 1 1 1 3 4 7 12 5 3 7 1 4
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.4
3.6
0
15
NA
5.7
3.7 0.0 3.7
112
9
0
0.0
10.0 0.0 0.0 6
0.91
880
QC JOB #: 12793013 DATE: Wed, Oct 08 2014
N Jefferson St (Northbound) Thru Right 0 9 0 7 0 15 1 16 0 14 2 17 0 34 1 20 0 11 2 13 2 15 0 8
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 136 0 0 4 4 0 0
Left 1 2 0 3 1 2 1 3 3 1 1 1
Left 4 0 0
N Jefferson St (Southbound) Thru Right 0 0 0 2 0 0 2 0 1 1 2 2 1 3 2 1 1 4 1 1 0 1 1 3
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 12 0 0 0 12 0 0
Left 0 0 1 1 0 0 2 1 0 1 0 0
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 62 0 112 0 120 2 158 0 187 2 239 2 242 4 213 1 186 0 199 2 195 0 137 3
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 968 16 0 48 0 0 0 0
Left 3 6 10 10 7 11 10 15 9 7 7 8
Left 40 0 0
Wilson Blvd (Westbound) Thru Right 30 1 36 1 40 0 54 0 79 1 88 2 101 1 135 2 99 1 118 0 69 0 66 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 404 4 0 40 0 0 0 0
Hourly Totals
107 167 189 248 297 374 411 399 317 352 291 231
711 901 1108 1330 1481 1501 1479 1359 1191
Total 1644 92 16 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jefferson St -- Wilson Blvd CITY/STATE: Arlington, VA 9
14
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.75 1
380 0.92 339
3
5
3
370
6
52 9 60
5
0.86
11.1
428
4.5
0.92 377
3.5
0.0
16.7
3.0
3.5
33.3
7.7
41
10.0
0
1
0
0
0
Left 12 4 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 2 3 2 0 3 3 3
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
3.7
14.5
0
3
NA
4.2
44.4 20.0 7.3
55
4
2
14.3
0.0 0.0 20.0 6
0.93
330
QC JOB #: 12793014 DATE: Wed, Oct 08 2014
N Jefferson St (Northbound) Thru Right 1 16 0 8 1 9 0 7 1 14 0 9 1 8 3 10
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 32 0 0 4 4 0 0
Left 1 0 0 2 1 1 1 2
Left 4 0 0
N Jefferson St (Southbound) Thru Right 0 1 1 1 2 0 1 0 1 0 0 0 2 0 0 1
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 8 0 0 0 0 0 0 0
Left 2 0 0 0 0 1 0 2
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 77 0 81 4 83 2 92 1 65 3 83 0 92 0 90 3
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 368 0 0 12 0 0 0 0
Left 10 3 10 6 9 15 15 12
Left 60 8 0
Wilson Blvd (Westbound) Thru Right 97 1 76 1 96 4 73 0 84 3 98 1 99 1 89 1
Total U 0 0 0 0 0 0 1 0
Westbound Thru Right U 396 4 4 0 4 0 0 0
Hourly Totals
206 177 210 184 181 211 223 216
777 752 786 799 831
Total 892 32 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jefferson St -- Wilson Blvd CITY/STATE: Arlington, VA 11
28
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.83 6
938 0.88 530
2
3
9
913
10
91 19 103
7
0.83
0.0
1016
1.6
0.97 570
1.7
0.0
0.0
1.8
1.6
0.0
3.3
56
2.9
0
10
0
0
0
Left 28 0 0
1
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 4 5 5 7 3 6 7 5 1 3 6 2
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.9
2.4
0
5
NA
1.8
0.0 0.0 3.6
82
2
1
0.0
0.0 0.0 0.0 12
0.96
511
QC JOB #: 12793015 DATE: Wed, Oct 08 2014
N Jefferson St (Northbound) Thru Right 0 8 1 11 0 15 1 8 2 17 2 11 0 14 2 16 3 15 3 12 2 18 1 7
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 56 0 0 4 0 1 0
Left 2 3 1 2 2 2 0 1 0 0 1 2
Left 0 0 0
N Jefferson St (Southbound) Thru Right 2 5 2 4 1 3 4 1 1 0 1 1 0 1 0 1 1 3 2 0 1 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 0 0 0
Left 2 1 2 0 1 1 4 3 1 2 1 0
Left 16 0 0
Wilson Blvd (Eastbound) Thru Right 95 5 128 2 97 0 123 3 125 0 117 1 143 4 106 2 145 3 118 0 109 2 148 2
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 572 16 0 8 0 0 0 0
Left 17 13 15 24 20 18 24 21 28 17 20 19
Left 96 4 0
Wilson Blvd (Westbound) Thru Right 152 3 170 2 185 2 201 2 230 1 233 1 225 5 239 2 216 4 173 4 163 3 149 6
Total U 0 1 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 900 20 0 8 0 8 0 0
Hourly Totals
295 343 326 376 402 394 427 398 420 334 326 336
1340 1447 1498 1599 1621 1639 1579 1478 1416
Total 1708 24 8 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Illinois St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.00 0
491 0.88 967
0
0
0
479
2
6 12 8
0
0.75
0.0
485
5.7
0.80 980
4.1
0.0
0.0
4.1
5.8
0.0
0.0
15
0.0
0
0
0
0
0
Left 8 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 3 4 2 3 3 2 0 0
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.1
0.0
0
13
NA
5.8
0.0 0.0 0.0
27
0
1
0.0
0.0 0.0 0.0 0
0.92
965
QC JOB #: 12793016 DATE: Wed, Oct 08 2014
N Illinois St (Northbound) Thru Right 0 0 0 1 0 0 0 4 0 1 0 4 0 7 0 1 0 3 0 3 0 2 0 1
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 28 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Illinois St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Wilson Blvd (Eastbound) Thru Right 80 0 112 1 147 1 169 2 219 1 249 0 276 1 230 1 210 0 209 1 214 1 142 3
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 0 1104 4 0 0 44 0 0 0 0 0
Left 0 1 1 0 2 0 2 3 1 0 0 5
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 35 0 41 0 54 0 70 0 80 0 101 0 112 0 153 0 113 0 117 0 74 0 76 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 448 0 0 32 0 0 0 0
Hourly Totals
115 156 203 245 306 358 400 391 330 332 291 227
719 910 1112 1309 1455 1479 1453 1344 1180
Total 1600 76 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Illinois St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.00 0
437 0.94 377
0
0
0
436
2
4 1 6
0
0.63
0.0
440
5.0
0.89 379
6.1
0.0
0.0
6.1
5.0
0.0
0.0
4
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 1 2 3 0 0 1 0
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
6.3
20.0
0
6
NA
5.0
0.0 0.0 25.0
5
0
0
0.0
0.0 0.0 0.0 0
0.93
375
QC JOB #: 12793017 DATE: Wed, Oct 08 2014
N Illinois St (Northbound) Thru Right 0 0 0 1 0 2 0 0 0 1 0 1 0 0 0 2
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 4 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
N Illinois St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 103 1 88 2 91 2 103 0 81 0 95 2 100 0 99 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 380 8 0 20 0 0 0 0
Left 0 3 1 2 0 2 0 2
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 108 0 83 0 110 0 81 0 97 0 122 0 117 0 100 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 488 0 0 32 0 0 0 0
Hourly Totals
212 178 208 189 179 222 218 203
787 754 798 808 822
Total 888 52 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Illinois St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.00 0
1037 0.95 569
0
0
0
1035
7
8 2 15
0
0.80
0.0
1043
1.6
0.97 575
2.1
0.0
0.0
2.1
1.6
0.0
0.0
13
0.0
0
1
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 2 0 0 2 0 2 0 0 0 1 0 0
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.1
0.0
0
7
NA
1.6
0.0 0.0 0.0
15
0
0
0.0
0.0 0.0 0.0 0
0.98
562
QC JOB #: 12793018 DATE: Wed, Oct 08 2014
N Illinois St (Northbound) Thru Right 0 1 0 2 0 1 0 1 0 3 0 3 0 5 0 1 0 4 0 2 0 2 0 2
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 20 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Illinois St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 115 5 125 1 119 0 144 2 141 0 137 1 149 2 120 2 156 2 129 2 139 0 143 4
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 596 8 0 12 0 0 0 0
Left 3 2 3 1 4 3 1 3 1 7 3 2
Wilson Blvd (Westbound) Thru Right 174 0 173 0 202 0 233 0 254 0 261 0 258 0 267 0 249 0 178 0 186 0 167 0
Total U 0 1 0 0 0 0 0 0 0 1 0 0
Westbound Left Thru Right U 4 1032 0 0 0 12 0 0 0 0 0
Hourly Totals
300 304 325 383 402 407 415 393 412 320 330 318
1312 1414 1517 1607 1617 1627 1540 1455 1380
Total 1660 24 0 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Harrison St -- Wilson Blvd CITY/STATE: Arlington, VA 84
101
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.80 46
469 0.89 992
0
38
68
422
2
4 2 7
0
0.82
1.2
459
5.5
0.82 975
4.1
2.9
0.0
4.2
5.9
0.0
0.0
15
0.0
0
0
0
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 3 3 0 0 0 1 0 2 2 0
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.0
0.0
0
18
NA
5.4
0.0 0.0 0.0
17
20
3
2.0
2.2 0.0 0.0 33
0.93
922
QC JOB #: 12793019 DATE: Wed, Oct 08 2014
N Harrison St (Northbound) Thru Right 0 1 0 0 0 2 0 4 0 4 0 6 0 3 0 3 0 3 0 1 0 1 0 1
NA
NA
U 1 0 0 0 0 1 0 0 0 0 0 1
Northbound Thru Right U 0 12 0 0 0 20 0 0
Left 8 8 5 10 7 12 9 11 6 8 8 2
Left 44 0 0
N Harrison St (Southbound) Thru Right 0 1 0 4 0 6 0 11 0 11 0 15 0 10 0 11 0 10 0 8 0 8 0 9
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 44 0 0 0 20 0 0
Left 3 7 5 8 17 25 16 18 9 6 16 2
Left 72 4 0
Wilson Blvd (Eastbound) Thru Right 69 0 108 1 126 0 169 2 186 1 237 0 263 0 224 2 198 0 206 0 198 1 144 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 896 8 0 28 0 0 0 0
Left 0 0 1 0 2 2 0 1 1 0 4 2
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 34 0 39 2 45 1 54 9 73 15 81 11 100 5 138 10 103 7 118 4 65 7 68 7
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 552 40 0 32 0 0 0 0
Hourly Totals
117 169 194 270 316 390 406 419 337 353 310 236
750 949 1170 1382 1531 1552 1515 1419 1236
Total 1676 64 40 0
Comments: Offset Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Harrison St -- Wilson Blvd CITY/STATE: Arlington, VA 51
54
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.88 33
443 0.96 379
0
18
25
405
3
4 5 7
0
0.75
0.0
438
4.1
0.92 372
4.0
0.0
3.4
4.3
4.4
0.0
0.0
3
0.0
0
0
0
0
0
Left 8 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 1 2 0 1 2 2 0
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.0
0.0
0
5
NA
4.3
0.0 0.0 0.0
8
5
0
1.9
0.0 0.0 0.0 29
0.93
351
QC JOB #: 12793020 DATE: Wed, Oct 08 2014
N Harrison St (Northbound) Thru Right 0 1 0 2 0 0 0 3 0 0 0 1 0 0 0 2
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 4 0 0
Left 2 9 6 6 4 6 1 7
Left 4 0 0
N Harrison St (Southbound) Thru Right 0 8 0 6 0 8 0 6 0 8 0 9 0 10 0 6
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 40 0 0 0 0 0 0
Left 9 7 2 5 4 6 5 10
Left 20 0 0
Wilson Blvd (Eastbound) Thru Right 85 1 84 3 89 1 93 1 77 0 87 2 97 1 90 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 388 4 0 16 0 0 0 0
Left 1 1 1 1 2 0 2 0
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 100 6 83 4 101 11 78 10 90 4 111 7 109 8 95 10
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 436 32 0 12 4 0 0 0
Hourly Totals
213 200 221 203 190 231 235 220
837 814 845 859 876
Total 940 32 4 0
Comments: Offset Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Harrison St -- Wilson Blvd CITY/STATE: Arlington, VA 97
82
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.71 70
1041 0.91 574
0
27
35
968
10
8 3 18
0
0.94
3.1
1023
1.8
0.98 562
2.1
0.0
2.1
2.3
1.8
0.0
0.0
6
0.0
0
0
0
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 1 1 1 1 1 0 1 0 2 1 1 1
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.3
0.0
0
11
NA
1.8
0.0 0.0 0.0
9
20
8
1.2
2.9 0.0 3.7 47
0.97
529
QC JOB #: 12793021 DATE: Wed, Oct 08 2014
N Harrison St (Northbound) Thru Right 0 2 0 0 0 1 0 4 0 0 0 2 0 0 0 2 0 2 0 3 0 2 0 3
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 8 0 0
Left 12 4 4 7 8 5 6 10 6 8 8 8
Left 24 0 0
N Harrison St (Southbound) Thru Right 0 14 0 16 0 20 0 17 0 10 0 13 0 15 0 25 0 17 0 13 0 12 0 19
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 60 0 0 0 8 0 0
Left 3 13 11 10 10 11 9 8 7 7 12 10
Left 36 0 0
Wilson Blvd (Eastbound) Thru Right 100 1 133 0 105 0 128 1 136 1 118 0 147 6 112 2 152 2 120 4 119 1 148 1
U 0 0 0 0 0 0 0 0 0 1 0 0
Eastbound Thru Right U 588 24 0 12 0 8 0 0
Left 2 3 0 2 1 2 2 3 1 3 6 1
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 163 15 167 12 186 8 211 14 244 9 248 10 244 9 247 15 229 13 173 15 182 10 156 15
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 976 36 0 20 0 0 0 0
Hourly Totals
313 349 336 395 420 409 439 424 431 348 353 362
1393 1500 1560 1663 1692 1703 1642 1556 1494
Total 1756 32 24 0
Comments: Offset Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Greenbrier St -- Wilson Blvd CITY/STATE: Arlington, VA 6
3
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.56 3
460 0.88 975
0
3
0
452
2
1 5 3
0
0.50
0.0
456
6.1
0.84 978
3.8
0.0
0.0
3.8
6.2
0.0
0.0
2
0.0
0
0
0
0
0 0
N Greenbrier St (Northbound) Left Thru Right U 3 0 2 0 0 1 0 0 0 0 1 0 1 1 5 0 1 0 3 0 1 0 0 0 1 0 1 0 2 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 4 0 1 0
0
0
0
NA
NA
Left 4 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
3.8
0.0
0
20
NA
6.1
0.0 0.0 0.0
7
20
2
0.0
0.0 0.0 0.0 3
0.94
973
QC JOB #: 12793022 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 4 0 0 0 0 0 0
NA
NA
N Greenbrier St (Southbound) Left Thru Right U 0 0 0 0 2 0 0 0 0 0 1 0 2 0 0 0 3 0 1 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 1 0 1 0 0 0 2 0 0 0 2 0 0 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 12 0 0
Left 1 0 1 0 0 0 0 0 0 0 0 1
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 79 0 116 2 141 0 181 0 193 1 259 1 278 0 232 0 204 1 220 0 206 0 145 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 1112 0 0 52 0 4 0 0
Left 0 0 0 0 0 0 0 1 0 1 1 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 32 0 39 0 45 1 62 0 87 0 97 2 105 0 139 1 111 0 117 0 73 1 78 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 420 0 0 28 0 0 0 0
Hourly Totals
117 160 190 252 289 361 386 377 320 339 285 231
719 891 1092 1288 1413 1444 1422 1321 1175
Total 1544 80 16 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Greenbrier St -- Wilson Blvd CITY/STATE: Arlington, VA 5
8
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.63 2
437 0.91 377
0
3
2
434
3
7 1 10
0
0.65
0.0
447
4.3
0.92 387
4.2
0.0
0.0
4.0
4.4
33.3
0.0
12
10.0
0
0
0
0
0 0
N Greenbrier St (Northbound) Left Thru Right U 0 0 2 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 2 0 1 0 4 0 0 0 2 0 0 0 4 0
0
1
0
NA
NA
Left 4 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.1
7.7
0
10
NA
4.3
0.0 0.0 8.3
13
2
7
0.0
0.0 0.0 0.0 6
0.95
372
QC JOB #: 12793023 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 16 0 0 0 12 0 0
NA
NA
N Greenbrier St (Southbound) Left Thru Right U 1 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 1 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 1 0 0 1
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 88 1 92 0 95 0 104 0 79 1 94 0 99 0 100 2
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 376 0 0 24 0 12 0 0
Left 2 0 1 1 4 0 1 2
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 107 0 87 1 109 0 86 0 95 0 120 1 112 4 107 1
Total U 0 1 0 0 0 0 0 0
Westbound Thru Right U 480 4 0 28 0 0 0 0
Hourly Totals
202 183 207 193 184 221 219 218
785 767 805 817 842
Total 884 52 24 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Greenbrier St -- Wilson Blvd CITY/STATE: Arlington, VA 3
11
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.75 1
1023 0.91 559
0
2
1
1018
5
6 4 11
1
0.55
0.0
1033
1.6
0.96 560
2.1
0.0
0.0
2.2
1.6
0.0
0.0
5
0.0
0
1
1
0
0 0
N Greenbrier St (Northbound) Left Thru Right U 0 0 1 0 0 0 0 0 1 0 2 0 1 0 1 0 0 0 1 0 0 0 1 0 2 0 1 0 1 0 0 0 1 1 3 0 0 0 1 0 1 0 0 0 0 0 4 0
0
0
0
NA
NA
Left 4 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.1
0.0
0
8
NA
1.5
0.0 0.0 0.0
10
15
7
0.0
0.0 0.0 0.0 9
0.98
553
QC JOB #: 12793024 DATE: Wed, Oct 08 2014
Northbound Thru Right U 4 12 0 0 0 16 0 0
NA
NA
N Greenbrier St (Southbound) Left Thru Right U 1 0 2 0 0 0 0 0 2 0 1 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 2 0 1 0 0 0 2 0 2 0 1 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 24 0 0
Left 0 0 0 0 1 0 0 1 0 1 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 114 3 133 1 109 1 136 3 141 1 122 2 152 2 123 0 156 1 126 3 129 1 157 1
U 1 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 624 4 0 12 0 4 0 0
Left 0 4 1 2 0 0 0 2 4 0 4 1
Left 16 0 0
Wilson Blvd (Westbound) Thru Right 183 2 168 0 198 3 224 2 250 3 270 2 240 3 269 1 239 3 192 4 195 10 163 1
Total U 0 0 0 1 1 0 0 0 0 0 0 0
Westbound Thru Right U 956 12 0 12 0 4 0 0
Hourly Totals
307 306 318 372 400 397 400 399 409 330 342 330
1303 1396 1487 1569 1596 1605 1538 1480 1411
Total 1636 24 48 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Frederick St -- Wilson Blvd CITY/STATE: Arlington, VA 24
34
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.56 11
450 0.88 980
0
13
19
438
5
1 1 6
0
0.38
12.5
454
6.4
0.82 970
4.1
5.3
6.7
4.1
6.4
0.0
0.0
1
0.0
0
8
1
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 1 0 1 0 0 0 0 0
0
2
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.2
0.0
0
23
NA
6.4
0.0 0.0 0.0
2
20
0
5.9
9.1 0.0 15.4 15
0.95
956
QC JOB #: 12793025 DATE: Wed, Oct 08 2014
N Frederick St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 4 0 0 0 28 0 0
Left 2 1 1 2 8 3 3 3 4 4 2 1
Left 12 0 0
N Frederick St (Southbound) Thru Right 0 1 0 0 0 1 0 0 0 4 0 0 0 4 0 2 0 5 0 1 0 1 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 16 0 0 4 16 0 0
Left 1 0 0 1 1 5 7 6 1 0 0 1
Wilson Blvd (Eastbound) Thru Right 78 0 123 0 131 0 185 0 196 0 259 0 268 2 226 3 203 0 223 0 214 0 147 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 28 1072 8 0 4 48 0 0 0 0 0
Left 0 1 0 0 2 0 0 1 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 30 0 37 2 46 3 57 5 85 5 96 3 96 4 140 4 106 4 115 4 76 4 78 3
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 384 16 0 24 0 8 0 0
Hourly Totals
112 164 182 250 302 366 386 385 323 347 298 232
708 898 1100 1304 1439 1460 1441 1353 1200
Total 1544 80 52 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Frederick St -- Wilson Blvd CITY/STATE: Arlington, VA 19
22
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.79 5
456 0.95 401
0
14
6
450
1
4 1 5
0
0.75
31.6
470
4.4
0.96 408
4.2
0.0
6.3
4.3
4.2
0.0
25.0
0
20.0
0
2
0
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
2
0
NA
Left 0 0 0 0 0 1 0 0
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
5.4
0.0
0
8
NA
4.5
0.0 0.0 0.0
1
6
0
4.5
20.0 0.0 35.7 16
0.96
394
QC JOB #: 12793026 DATE: Wed, Oct 08 2014
N Frederick St (Northbound) Thru Right 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 8 0 0
Left 0 1 3 0 3 3 5 3
Left 12 4 0
N Frederick St (Southbound) Thru Right 0 0 0 1 0 2 0 0 0 0 0 2 0 1 0 2
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 8 0 0 0 4 0 0
Left 1 0 1 0 1 5 0 0
Left 20 0 0
Wilson Blvd (Eastbound) Thru Right 92 0 98 0 100 0 105 0 88 0 101 0 102 0 103 1
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 404 0 0 28 0 0 0 0
Left 0 0 0 0 1 0 1 2
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 109 6 83 3 113 6 89 5 102 4 116 3 120 2 112 7
Total U 0 0 0 1 0 0 0 0
Westbound Thru Right U 464 12 0 24 0 0 0 0
Hourly Totals
209 187 225 201 199 231 231 230
822 812 856 862 891
Total 924 56 12 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Frederick St -- Wilson Blvd CITY/STATE: Arlington, VA 18
35
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.71 7
1025 0.90 570
0
11
6
1016
1
4 2 1
0
0.42
0.0
1049
1.8
0.96 580
2.3
0.0
0.0
2.3
1.8
0.0
0.0
2
0.0
0
1
0
0
0
Left 0 0 0
1
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 2 0 0 0 0 1
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.2
0.0
0
7
NA
1.7
0.0 0.0 0.0
4
25
0
0.0
0.0 0.0 0.0 29
0.97
563
QC JOB #: 12793027 DATE: Wed, Oct 08 2014
N Frederick St (Northbound) Thru Right 0 1 0 1 0 3 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 4 1 0
Left 2 2 1 3 3 5 1 4 1 3 3 3
Left 4 0 0
N Frederick St (Southbound) Thru Right 0 1 0 1 0 2 0 1 0 1 0 2 0 2 0 2 0 1 0 1 0 4 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 60 0 0
Left 1 2 0 0 3 4 0 0 2 1 1 1
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 120 0 139 1 122 0 147 0 139 2 125 1 150 0 123 0 165 0 131 1 136 1 165 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 660 0 0 12 0 0 0 0
Left 1 0 1 0 2 0 0 0 0 1 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 180 8 169 7 196 8 229 6 253 12 269 7 242 5 257 13 248 4 190 3 203 12 157 9
Total U 0 1 0 1 0 0 3 1 0 0 0 0
Westbound Thru Right U 992 16 0 12 0 0 0 0
Hourly Totals
314 323 333 387 416 414 406 400 421 331 360 337
1357 1459 1550 1623 1636 1641 1558 1512 1449
Total 1684 24 64 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Emerson St -- Wilson Blvd CITY/STATE: Arlington, VA 15
17
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.59 11
455 0.91 963
1
3
12
406
38
46 37 83
4
0.83
6.7
454
5.7
0.78 967
4.6
8.3
0.0
4.5
6.4
5.3
4.3
49
4.8
0
1
2
0
0
Left 28 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 5 7 5 5 10 12 11 7 7 17 8 5
2
3
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.7
3.3
0
17
NA
6.2
0.0 0.0 6.1
90
9
6
5.9
0.0 0.0 33.3 2
0.93
913
QC JOB #: 12793028 DATE: Wed, Oct 08 2014
N Emerson St (Northbound) Thru Right 0 5 0 9 0 6 0 5 0 17 0 11 0 13 2 12 2 13 1 11 0 15 0 5
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 8 48 0 0 4 4 0 0
Left 0 1 1 1 0 0 1 1 1 0 4 3
Left 4 4 0
N Emerson St (Southbound) Thru Right 0 0 0 1 0 3 0 5 0 4 0 3 0 3 1 3 0 2 0 0 1 3 0 5
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 12 0 0 0 12 2 0
Left 2 2 3 6 5 3 2 4 2 1 4 3
Left 16 0 0
Wilson Blvd (Eastbound) Thru Right 80 0 109 6 133 1 182 7 201 6 235 19 252 11 222 7 204 1 202 16 190 11 137 4
U 0 0 0 0 0 0 0 1 0 1 0 0
Eastbound Thru Right U 888 28 4 36 4 12 0 0
Left 2 7 3 4 9 13 7 16 8 6 12 3
Left 64 0 0
Wilson Blvd (Westbound) Thru Right 25 0 32 1 42 0 54 1 78 3 85 0 86 2 134 0 101 0 104 2 69 2 70 1
Total U 0 1 0 0 0 0 2 0 0 0 0 0
Westbound Thru Right U 536 0 0 40 0 0 0 0
Hourly Totals
119 176 197 270 333 381 390 410 341 361 319 236
762 976 1181 1374 1514 1522 1502 1431 1257
Total 1640 88 28 2
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Emerson St -- Wilson Blvd CITY/STATE: Arlington, VA 32
16
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.80 26
472 0.95 406
2
4
8
421
12
32 25 45
1
0.71
0.0
460
3.8
0.94 425
5.7
0.0
0.0
5.7
4.0
8.3
0.0
34
2.2
0
0
1
0
0
Left 32 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 8 6 7 8 4 8 3 10
1
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
6.1
8.3
0
17
NA
3.7
4.0 0.0 11.8
60
7
6
0.0
0.0 0.0 0.0 7
0.95
386
QC JOB #: 12793029 DATE: Wed, Oct 08 2014
N Emerson St (Northbound) Thru Right 1 5 1 6 0 4 0 2 0 5 1 12 0 12 0 5
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 48 0 0 4 8 0 0
Left 3 2 1 0 2 2 0 0
Left 8 0 0
N Emerson St (Southbound) Thru Right 0 3 1 2 1 5 0 2 0 4 1 7 0 7 1 8
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 28 0 0 0 12 0 0
Left 0 4 5 1 0 2 3 3
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 91 2 89 4 102 1 99 6 87 4 101 1 97 4 101 3
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 404 4 0 40 0 12 0 0
Left 9 4 11 11 8 9 7 7
Left 36 0 0
Wilson Blvd (Westbound) Thru Right 104 1 79 0 108 0 84 1 99 2 106 1 113 2 103 2
Total U 1 2 0 0 0 1 0 0
Westbound Thru Right U 424 4 4 20 0 0 0 0
Hourly Totals
228 200 245 214 215 252 248 243
887 874 926 929 958
Total 1008 64 32 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Emerson St -- Wilson Blvd CITY/STATE: Arlington, VA 59
33
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.94 47
1055 0.88 584
2
10
25
952
34
41 56 76
1
0.75
0.0
999
1.7
0.98 574
1.9
0.0
0.0
2.1
1.9
0.0
0.0
39
0.0
0
3
1
0
0
Left 68 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 4 12 7 8 6 16 10 13 17 8 7 6
0
2
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.9
0.0
0
9
NA
1.8
0.0 0.0 0.0
96
7
12
0.0
0.0 0.0 0.0 6
0.96
525
QC JOB #: 12793030 DATE: Wed, Oct 08 2014
N Emerson St (Northbound) Thru Right 3 9 2 7 0 5 1 5 1 9 0 9 0 6 0 10 1 14 2 10 1 6 0 7
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 56 0 0 0 16 0 0
Left 2 4 1 2 1 2 3 1 3 1 2 3
Left 12 0 0
N Emerson St (Southbound) Thru Right 1 6 1 8 3 9 0 13 2 8 0 10 1 11 1 15 0 11 3 13 1 12 1 8
U 0 0 0 0 0 0 0 0 1 0 0 0
Southbound Thru Right U 0 44 4 0 0 12 0 0
Left 2 10 3 4 11 6 4 6 9 9 6 4
Left 36 0 0
Wilson Blvd (Eastbound) Thru Right 109 8 124 3 112 8 136 10 124 11 117 8 144 7 112 6 152 13 122 3 124 6 150 10
U 0 0 0 0 0 0 0 0 0 0 0 1
Eastbound Thru Right U 608 52 0 16 0 20 0 0
Left 7 7 17 12 11 8 16 9 7 10 12 9
Left 28 0 0
Wilson Blvd (Westbound) Thru Right 180 3 164 1 192 4 220 2 251 2 248 2 234 3 247 0 223 1 176 2 194 2 150 1
Total U 0 0 0 0 0 0 1 0 0 0 0 0
Westbound Thru Right U 892 4 0 8 0 0 0 0
Hourly Totals
334 343 361 413 437 426 440 420 452 359 373 350
1451 1554 1637 1716 1723 1738 1671 1604 1534
Total 1808 24 48 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Edison St -- Wilson Blvd CITY/STATE: Arlington, VA 141
83
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.71 44
448 0.96 1022
1
96
16
404
5
6 0 12
0
0.58
8.5
477
6.9
0.84 1098
4.2
6.3
13.4
4.2
6.7
0.0
0.0
1
0.0
1
0
1
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0 0 1 0 0
0
2
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.6
0.0
0
19
NA
7.5
0.0 0.0 0.0
1
24
0
12.0
9.1 0.0 8.3 67
0.91
1001
QC JOB #: 12793031 DATE: Wed, Oct 08 2014
N Edison St (Northbound) Thru Right 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 2 0 1
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 16 0 0
Left 7 3 3 10 15 18 33 40 5 17 10 10
Left 160 8 0
N Edison St (Southbound) Thru Right 0 1 0 3 0 1 0 1 0 5 0 11 0 11 0 11 1 11 0 1 0 6 0 7
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 44 0 0 0 28 0 1
Left 0 1 1 1 5 4 8 3 1 2 4 1
Wilson Blvd (Eastbound) Thru Right 85 0 119 3 144 1 191 0 204 3 258 0 255 3 252 1 236 1 209 3 214 1 149 0
U 0 0 0 1 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 12 1008 4 0 0 44 0 0 0 0 0
Left 0 0 0 2 1 3 1 1 1 1 2 3
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 34 3 39 2 44 2 65 6 91 9 91 14 83 38 129 13 101 2 108 2 82 7 72 1
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 516 52 0 36 0 0 0 0
Hourly Totals
131 170 198 277 333 399 432 450 360 346 328 244
776 978 1207 1441 1614 1641 1588 1484 1278
Total 1800 88 44 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Edison St -- Wilson Blvd CITY/STATE: Arlington, VA 117
91
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.55 36
475 0.93 443
3
78
22
436
4
4 3 11
0
0.63
12.8
509
4.6
0.93 507
5.9
0.0
18.8
6.0
4.6
25.0
0.0
12
9.1
0
0
2
0
0
Left 12 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 1 0 0 0 3 0 0
0
1
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
7.5
0.0
0
9
NA
6.5
0.0 0.0 0.0
15
10
6
14.3
5.6 0.0 16.7 69
0.93
417
QC JOB #: 12793032 DATE: Wed, Oct 08 2014
N Edison St (Northbound) Thru Right 0 2 0 6 0 1 0 2 0 3 0 3 0 3 0 3
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 12 0 0 0 12 0 0
Left 8 9 18 10 12 22 34 10
Left 88 8 0
N Edison St (Southbound) Thru Right 1 3 1 5 0 7 1 7 1 7 0 4 1 19 1 6
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 16 0 0 0 16 0 0
Left 3 3 3 2 10 9 2 1
Left 36 0 0
Wilson Blvd (Eastbound) Thru Right 94 0 96 0 101 2 100 0 87 0 109 1 114 1 107 2
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 436 4 0 40 0 0 0 0
Left 2 1 1 2 1 1 0 2
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 118 3 90 6 123 10 97 19 113 17 109 31 105 11 109 10
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 436 124 0 12 20 0 0 0
Hourly Totals
234 218 266 240 251 292 290 251
958 975 1049 1073 1084
Total 1168 80 28 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Edison St -- Wilson Blvd CITY/STATE: Arlington, VA 151
62
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.90 61
1048 0.91 565
1
89
13
978
8
11 9 19
2
0.88
1.3
1036
1.7
0.98 645
2.3
0.0
2.1
2.4
1.7
0.0
0.0
11
0.0
0
0
1
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 2 2 0 2 1 0 1 6 2 2 2 0
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.2
0.0
0
37
NA
1.7
0.0 0.0 0.0
22
30
13
1.6
1.6 0.0 1.1 47
0.96
544
QC JOB #: 12793033 DATE: Wed, Oct 08 2014
N Edison St (Northbound) Thru Right 0 2 0 4 0 4 0 1 0 2 0 2 0 4 0 1 2 4 2 2 3 2 0 2
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 16 0 0 0 64 0 0
Left 16 19 20 17 27 18 26 22 23 20 13 16
Left 104 0 0
N Edison St (Southbound) Thru Right 1 9 0 9 2 11 0 15 0 17 0 11 1 17 0 19 0 14 0 8 0 13 0 5
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 68 0 0 0 44 0 0
Left 4 6 2 1 2 4 2 1 6 6 3 4
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 110 2 131 2 118 1 146 0 126 2 127 4 145 2 118 2 154 0 128 0 127 0 154 0
U 0 0 0 1 0 0 0 0 0 0 0 0
Eastbound Thru Right U 580 8 0 12 0 8 0 0
Left 1 4 1 2 1 0 3 4 3 0 0 5
Wilson Blvd (Westbound) Thru Right 184 2 174 4 207 8 218 12 253 7 253 15 252 7 240 15 233 10 198 3 208 6 174 16
Total U 0 0 0 0 0 0 0 0 1 1 0 1
Westbound Left Thru Right U 12 1008 28 0 0 12 0 0 0 0 0
Hourly Totals
333 355 374 415 438 434 460 428 452 370 377 377
1477 1582 1661 1747 1760 1774 1710 1627 1576
Total 1840 24 116 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N George Mason Dr -- Wilson Blvd CITY/STATE: Arlington, VA 661
1216
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.89 49 529 83
494
222
0.91
798
1174
154
2.7
282 17
345
7.3
0.93 951
4.3
5.4
2.2
4.1
7.8
3.9
5.9
165 947 71 702
0.85
3.0
0
13
0
0
0
8
0
0
0 0
NA
8
0
NA
NA
NA
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
3.7
3.0
0
11
NA
7.0
6.1 2.4 2.8
1183
37
6
3.0
8.2 2.6 0.0 46
0.93
QC JOB #: 12793034 DATE: Wed, Oct 15 2014
N George Mason Dr (Northbound) Left Thru Right U 8 71 7 0 24 119 6 0 18 143 14 1 32 163 10 0 37 178 16 0 43 214 11 0 50 276 19 1 41 269 24 1 29 188 17 0 37 214 16 0 27 178 13 0 27 163 9 0
Peak 15-Min Northbound Flowrates Left Thru Right U All Vehicles 164 1076 96 4 Heavy Trucks 4 20 4 Pedestrians 12 Bicycles 0 1 0 Railroad Stopped Buses
NA
NA
N George Mason Dr (Southbound) Left Thru Right U 10 39 2 0 11 64 4 0 9 83 9 0 13 100 2 0 12 150 15 0 23 116 15 0 19 125 14 0 20 163 9 1 20 125 11 0 22 137 18 0 19 121 19 0 22 100 17 0
Left 80 0 0
Southbound Thru Right U 652 36 4 12 4 48 0 0
Left 15 24 20 37 36 66 47 62 47 46 30 26
Left 248 24 0
Wilson Blvd (Eastbound) Thru Right 53 19 88 18 116 31 98 41 145 37 220 36 182 39 191 36 205 43 154 32 134 41 99 21
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 764 144 0 36 12 12 2 0
Left 3 1 1 5 8 5 1 4 7 6 6 2
Left 16 0 0
Wilson Blvd (Westbound) Thru Right 18 3 23 6 39 14 49 5 51 17 71 10 69 11 71 9 71 16 72 11 36 9 52 9
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 284 36 0 24 4 16 0 0
Hourly Totals
248 388 498 555 702 830 853 901 779 765 633 547
1689 2143 2585 2940 3286 3363 3298 3078 2724
Total 3604 144 88 3
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N George Mason Dr -- Wilson Blvd CITY/STATE: Arlington, VA 575
687
Peak-Hour: 12:15 PM -- 1:15 PM Peak 15-Min: 12:15 PM -- 12:30 PM
0.87 76 442 57
490 0.87 480
111
285
110
3.8
33
374
5.1
0.83 338
5.8
6.3
0.90
4.9
7.3
12.1
4.4
0
1
0
0 1
0
0 0
0
0
NA
NA
NA
NA
N George Mason Dr (Northbound) Left Thru Right U 32 96 8 0 28 110 10 1 37 106 2 0 31 111 7 0 38 137 3 0 33 148 6 0 27 122 8 1 20 94 6 0
Peak 15-Min Flowrates Left All Vehicles 124 Heavy Trucks 8 Pedestrians Bicycles 0 Railroad Stopped Buses
2
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
5.6
4.3
0
2
NA
5.9
6.2 3.9 4.2
672
10
1
7.1
5.0
130 518 24 586
4.5
3.9 3.2 8.8 56
0.95
259
QC JOB #: 12793035 DATE: Wed, Oct 15 2014
Northbound Thru Right U 444 28 0 4 0 8 0 0
NA
NA
N George Mason Dr (Southbound) Left Thru Right U 5 101 13 0 10 111 12 0 20 101 19 0 14 128 23 1 14 92 18 1 13 104 16 0 14 118 19 0 18 105 9 0
Left 56 12 0
Southbound Thru Right U 512 92 4 20 4 28 2 0
Left 24 18 25 26 23 29 33 31
Left 104 8 0
Wilson Blvd (Eastbound) Thru Right 66 26 50 23 71 25 57 38 63 15 68 22 71 35 65 26
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 228 152 0 12 4 4 0 0
Left 8 0 12 12 7 4 10 8
Left 48 0 0
Wilson Blvd (Westbound) Thru Right 69 7 58 12 83 7 85 18 63 14 67 12 70 12 51 13
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 340 72 0 8 0 0 1 0
Hourly Totals
455 443 508 551 488 522 540 446
1957 1990 2069 2101 1996
Total 2204 80 40 3
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N George Mason Dr -- Wilson Blvd CITY/STATE: Arlington, VA 979
831
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.95 110 793 76
1019 0.88 645
92
697
206
1.0
65
868
1.2
0.95 455
1.2
0.0
1.9
2.0
1.3
0.5
3.1
213 632 33 1065
0.93
1.1
0
10
0
0 4
0
0 0
0
0
NA
NA
NA
NA
N George Mason Dr (Northbound) Left Thru Right U 29 122 5 1 50 138 9 1 33 130 8 0 44 107 9 0 51 144 6 0 46 145 9 0 50 151 5 1 59 174 7 0 57 162 12 0 54 162 1 0 36 157 3 1 37 119 7 1
Peak 15-Min Flowrates Left All Vehicles 236 Heavy Trucks 8 Pedestrians Bicycles 0 Railroad Stopped Buses
1
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.0
1.8
0
22
NA
1.5
1.4 1.9 3.0
878
23
13
1.7
0.0 1.1 1.3 106
0.97
347
QC JOB #: 12793036 DATE: Wed, Oct 15 2014
Northbound Thru Right U 696 28 0 20 4 36 0 0
NA
NA
N George Mason Dr (Southbound) Left Thru Right U 15 183 24 0 17 222 13 0 12 197 17 0 20 166 18 1 9 217 24 0 17 199 28 1 22 225 19 0 27 194 29 0 9 175 34 0 16 216 12 1 13 167 13 0 20 159 13 1
Left 108 0 0
Southbound Thru Right U 776 116 0 4 0 32 0 0
Left 22 26 14 21 27 25 26 21 20 17 21 24
Left 84 0 0
Wilson Blvd (Eastbound) Thru Right 65 39 54 44 69 40 77 57 83 41 84 41 102 55 82 55 79 55 78 29 77 49 76 38
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 328 220 0 8 4 24 0 0
Left 12 11 14 9 15 10 15 15 25 10 8 5
Left 60 4 0
Wilson Blvd (Westbound) Thru Right 99 11 131 21 133 8 149 13 158 22 191 25 157 21 176 29 173 31 146 21 123 19 98 13
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 704 116 0 12 4 16 1 0
Hourly Totals
627 737 675 691 797 821 849 868 832 763 687 611
2730 2900 2984 3158 3335 3370 3312 3150 2893
Total 3472 68 108 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 0 0 0 3 6 23 25 17 12 7 14 11 13 14 22 23 19 2 6 3 0 1 221 3.4%
0 0 0 0 1 1 0 0 2 9 3 3 1 2 0 4 0 2 2 0 0 0 1 0 31 0.5%
1 1 6 3 0 4 3 6 0 2 6 1 0 0 1 1 1 0 5 10 3 12 26 19 2 27 118 65 11 80 300 158 16 106 323 198 4 54 177 155 7 79 192 55 9 77 125 47 15 106 125 49 3 97 165 49 13 120 179 48 8 99 166 46 24 135 213 96 15 103 190 126 8 87 243 159 14 89 167 93 5 35 119 69 2 38 71 38 7 26 45 22 2 4 19 14 170 1381 2984 1527 2.6% 21.0% 45.4% 23.2%
1 0 0 0 0 5 16 35 26 26 8 13 8 5 6 2 10 19 36 10 7 3 4 3 243 3.7%
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 0 1 2 4 2 2 0 0 0 1 1 0 0 2 0 0 0 0 1 17 0.3%
0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
12 13 10 2 17 69 235 609 700 444 359 282 318 332 380 340 500 478 556 376 241 155 105 44 6577
31-40 32-41 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 26-35 26-35 26-35 26-35 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 26-35 31-40 31-40
9 8 8 2 15 44 183 458 521 332 271 202 231 262 299 265 348 316 401 260 188 108 71 32 4510
ADT 6577
AM Peak Volume PM Peak Volume Comments:
8:00 AM 9:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 10:00 AM
25
9
16
106
323
198
35
4
1
5:00 PM 3:00 PM 4:00 PM 4:00 PM 6:00 PM 6:00 PM 6:00 PM 6:00 PM 7:00 PM
23
4
24
Report generated on 10/22/2014 11:27 AM
135
243
159
36
2
1
8:00 AM
700 6:00 PM
556
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 1 0 0 1 5 8 19 16 7 6 7 9 9 12 22 28 14 17 10 4 4 2 0 201 3.1%
0 1 2 0 0 0 0 1 2 1 1 1 0 0 0 0 2 2 0 1 0 1 2 1 18 0.3%
1 2 9 3 0 1 5 2 0 0 3 0 1 1 0 8 0 4 12 4 3 16 36 24 1 26 80 79 8 114 269 147 18 80 274 217 10 50 207 148 9 49 156 119 2 53 118 126 10 71 169 90 14 98 164 54 17 105 153 49 17 108 150 52 15 92 185 108 18 102 233 160 11 85 189 144 8 66 162 101 5 34 89 68 3 32 73 50 2 23 41 35 1 7 23 10 174 1219 2800 1798 2.7% 18.6% 42.7% 27.4%
0 2 1 0 1 1 19 22 40 22 14 23 12 9 11 5 26 25 29 20 14 10 9 3 318 4.8%
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 2 0 1 2 4 2 1 0 3 1 0 1 1 2 4 1 2 0 1 29 0.4%
0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
15 12 7 10 22 87 213 581 650 450 356 331 361 351 348 354 457 555 477 372 215 175 115 46 6560
31-40 31-40 26-35 31-40 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40
12 7 3 8 16 59 159 415 490 355 275 243 259 262 258 258 293 393 332 263 157 123 76 33 4598
ADT 6560
AM Peak Volume PM Peak Volume Comments:
7:00 AM 2:00 AM 8:00 AM 7:00 AM 8:00 AM 8:00 AM 8:00 AM 9:00 AM 8:00 AM
19
2
18
114
274
217
40
4
1
4:00 PM 4:00 PM 5:00 PM 3:00 PM 5:00 PM 5:00 PM 6:00 PM 7:00 PM 10:00 PM
28
2
18
Report generated on 10/22/2014 11:27 AM
108
233
160
29
4
1
8:00 AM
650 5:00 PM
555
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total Percent Cumulative Percent
Page 3 of 3
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
422
49
344
2600
5784
3325
561
46
6
0
0
0
0
0
3.2%
0.4%
2.6%
19.8%
44.0%
25.3%
4.3%
0.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
3.2%
3.6%
6.2%
26.0%
70.0%
95.3%
ADT 6568
Comments: Report generated on 10/22/2014 11:27 AM
Total 13137
Pace Speed
Number in Pace
31-40
9109
99.6% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:37 MPH Mean Speed(Average): 32 MPH Median 32 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 4 0.1%
0 0 0 0 0 4 6 26 29 20 14 8 15 12 16 17 23 25 20 2 7 2 0 1 247 3.8%
12 13 10 2 17 69 235 609 700 444 359 282 318 332 380 340 500 478 556 376 241 155 105 44 6577
ADT 6577 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
3:00 PM 1
8:00 AM 1
8:00 AM 29
8:00 AM 700
2:00 PM 1
5:00 PM 25
6:00 PM 556
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total
2 0 0 0 0 2 6 5 2 4 1 0 3 2 0 5 3 5 8 3 2 1 2 0 56 0.9%
8 11 6 8 15 64 162 449 520 349 261 256 278 267 257 256 352 443 388 315 174 151 98 38 5126 78.1%
2 1 1 1 2 13 26 57 67 62 59 49 52 51 50 46 52 66 54 38 28 16 10 6 809 12.3%
1 0 0 0 1 1 3 12 3 5 4 1 3 3 6 5 10 5 3 2 2 2 1 1 74 1.1%
1 0 0 0 2 0 4 13 16 13 18 11 10 11 16 14 8 12 4 1 4 1 2 0 161 2.5%
0 0 0 0 0 0 1 1 4 1 0 0 0 2 0 1 0 0 0 1 0 0 0 0 11 0.2%
0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 1 0 0 0 0 0 0 0 5 0.1%
0 0 0 1 0 2 3 14 12 6 5 6 1 5 0 4 3 7 1 2 1 0 0 0 73 1.1%
1 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 7 0.1%
0 0 0 0 0 0 0 0 2 1 2 0 1 0 3 1 0 1 0 0 0 0 0 0 11 0.2%
0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 0.0%
0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 3 0.0%
0 0 0 0 1 5 8 29 21 9 5 8 11 9 12 21 28 16 18 10 4 4 2 0 221 3.4%
15 12 7 10 22 87 213 581 650 450 356 331 361 351 348 354 457 555 477 372 215 175 115 46 6560
6:00 AM 6
8:00 AM 520
8:00 AM 67
7:00 AM 12
10:00 AM 18
8:00 AM 4
10:00 AM 1
7:00 AM 14
12:00 AM 1
8:00 AM 2
8:00 AM 1
8:00 AM 1
7:00 AM 29
8:00 AM 650
6:00 PM 8
5:00 PM 443
5:00 PM 66
4:00 PM 10
2:00 PM 16
1:00 PM 2
12:00 PM 1
5:00 PM 7
12:00 PM 1
2:00 PM 3
2:00 PM 1
1:00 PM 1
4:00 PM 28
5:00 PM 555
ADT 6560 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle 4 Axle 6 Axle Buses Long 6 Tire Single Single Double Double Double Start Time cycles Trailer
Type of report: Tube Count - Vehicle Classification Data
Grand Total Percent
113 0.9%
10316
1590
78.5%
12.1%
140 1.1%
293 2.2%
26 0.2%
7 0.1%
133 1.0%
13
21
0.1%
0.2%
Page 3 of 3
6 Axle Not Multi Multi Classified Total
9
1
7
0.1%
0.0%
0.1%
468
13137
3.6%
ADT 6568
Comments: Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Volume Data
Page 1 of 1
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA
Mon Start Time
Tue
Wed
Thu
08-Oct-14 09-Oct-14
12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments: Report generated on 10/22/2014 11:27 AM
12 13 10 2 17 69 235 609 700 444 359 282 318 332 380 340 500 478 556 376 241 155 105 44 6577
15 12 7 10 22 87 213 581 650 450 356 331 361 351 348 354 457 555 477 372 215 175 115 46 6560
100.0%
99.8%
100.0% 8:00 AM 700 6:00 PM 556
99.8% 8:00 AM 650 5:00 PM 555
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 08 2014 - Oct 09 2014
Fri
Average Weekday Hourly Traffic 14 13 9 6 20 78 224 595 675 447 358 307 340 342 364 347 479 517 517 374 228 165 110 45 6574
100.0% 8:00 AM 675 5:00 PM 517
Sat
Sun
Average Week Hourly Traffic
Average Week Profile
14 13 9 6 20 78 224 595 675 447 358 307 340 342 364 347 479 517 517 374 228 165 110 45 6574
8:00 AM 675 5:00 PM 517
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
2 0 0 0 2 4 8 30 35 24 31 31 49 51 51 93 118 129 53 6 10 16 1 4 748 5.7%
0 1 6 18 7 0 1 6 7 9 0 0 2 7 1 0 0 1 2 4 1 2 1 9 13 1 7 25 45 24 3 11 60 177 83 4 34 152 423 235 6 54 224 479 288 15 33 117 309 200 33 74 157 253 75 37 72 171 206 69 37 91 203 204 68 56 82 182 249 70 54 90 219 257 72 70 113 225 250 72 64 129 284 362 138 92 123 294 368 178 45 104 254 474 250 13 61 231 332 149 2 29 108 224 114 14 30 103 129 51 13 24 67 81 32 1 5 18 54 22 561 1170 3110 4919 2224 4.3% 8.9% 23.7% 37.5% 17.0%
1 0 2 0 2 8 23 53 41 36 9 16 10 5 8 3 15 23 42 20 12 9 7 5 350 2.7%
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 1 1 3 4 2 2 0 0 0 2 1 1 0 3 0 0 0 3 1 25 0.2%
0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 1 4 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
35 23 13 7 30 115 366 934 1131 736 635 603 662 695 753 827 1111 1207 1225 813 499 352 228 111 13111
31-40 31-40 26-35 31-40 31-40 26-35 31-40 31-40 31-40 31-40 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 27-36 26-35 31-40 26-35 26-35 31-40 26-35
24 16 9 6 22 70 260 658 766 509 410 377 406 430 475 475 646 661 727 563 337 232 147 76 8028
ADT 13111
AM Peak Volume PM Peak Volume Comments:
8:00 AM 11:00 AM 10:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 10:00 AM
35
37
74
224
479
288
53
4
1
5:00 PM 5:00 PM 4:00 PM 5:00 PM 6:00 PM 6:00 PM 6:00 PM 6:00 PM 7:00 PM
129
92
129
Report generated on 10/22/2014 11:27 AM
294
474
250
42
3
1
8:00 AM
1131 6:00 PM
1225
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 1 1 0 2 5 12 28 33 13 11 9 24 49 56 110 48 58 43 12 5 7 2 1 530 4.0%
0 1 2 0 0 1 5 6 10 7 5 10 29 47 57 74 19 41 33 4 0 3 3 1 358 2.7%
2 12 21 8 1 4 9 5 0 1 6 0 2 3 5 8 1 7 15 10 5 27 54 28 8 54 122 109 38 184 395 221 52 171 413 302 34 143 313 195 29 141 277 166 28 160 280 171 63 189 272 112 107 214 229 72 100 215 240 66 136 232 235 62 69 315 432 183 95 314 493 253 65 255 397 216 34 204 317 162 18 118 181 105 16 94 158 86 12 58 96 63 11 35 51 32 926 3150 5011 2635 7.1% 24.0% 38.2% 20.1%
1 4 2 0 3 5 25 42 61 25 21 32 13 12 17 6 32 37 35 26 18 14 12 8 451 3.4%
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 2 0 5 3 4 6 1 1 3 1 0 3 2 2 4 2 2 0 1 43 0.3%
0 0 0 0 1 1 1 0 1 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 7 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%
Total
Pace Speed
Number in Pace
44 25 13 18 39 128 336 919 1046 735 656 691 703 733 752 855 1102 1293 1046 763 447 380 247 140 13111
26-35 31-40 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 31-40 27-36 26-35
33 14 7 13 25 81 231 616 715 508 443 451 460 442 455 467 747 806 652 521 299 252 159 85 8161
ADT 13111
AM Peak Volume PM Peak Volume Comments:
8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 8:00 AM 8:00 AM 10:00 AM 4:00 AM
33
10
52
184
413
302
61
6
1
3:00 PM 3:00 PM 3:00 PM 4:00 PM 5:00 PM 5:00 PM 5:00 PM 7:00 PM 4:00 PM
110
74
136
Report generated on 10/22/2014 11:27 AM
315
493
253
37
4
1
8:00 AM
1046 5:00 PM
1293
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total 1278 Percent 4.9% Cumulative Percent 4.9%
Page 3 of 3
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
919
2096
6260
9930
4859
801
68
11
0
0
0
0
0
3.5%
8.0%
23.9%
37.9%
18.5%
3.1%
0.3%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
8.4%
16.4%
40.2%
78.1%
96.6%
ADT 13111
Comments: Report generated on 10/22/2014 11:27 AM
Total 26222
Pace Speed 26-35
Number in Pace 16190
99.7% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:36 MPH Mean Speed(Average): 30 MPH Median 31 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 28 0 19 0 10 0 6 0 26 2 87 4 292 10 729 9 900 2 561 4 473 5 474 4 476 9 535 6 603 8 630 12 876 5 972 8 1043 6 716 4 441 7 299 4 198 0 95 109 10489 0.8% 80.0%
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 4 0.0%
2 0 0 0 0 4 6 31 39 27 23 19 33 29 37 56 66 89 43 6 12 8 0 3 533 4.1%
35 23 13 7 30 115 366 934 1131 736 635 603 662 695 753 827 1111 1207 1225 813 499 352 228 111 13111
ADT 13111 AM Peak Volume PM Peak Volume Comments:
7:00 AM 10
8:00 AM 900
8:00 AM 113
7:00 AM 17
4:00 PM 12
6:00 PM 1043
6:00 PM 112
3:00 PM 13
Report generated on 10/22/2014 11:27 AM
3:00 PM 1
8:00 AM 1
8:00 AM 39
8:00 AM 1131
2:00 PM 1
5:00 PM 89
6:00 PM 1225
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 33 1 20 0 12 0 12 0 27 2 99 6 260 6 716 3 834 8 579 3 481 1 543 5 546 6 556 7 587 12 640 7 899 10 1081 15 872 5 672 2 375 3 334 2 217 0 125 107 10520 0.8% 80.2%
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 1 1 1 0 0 2 1 1 0 0 0 0 0 0 0 0 7 0.1%
0 0 0 0 2 5 10 36 33 13 9 9 19 29 24 64 44 47 36 12 5 8 2 0 407 3.1%
44 25 13 18 39 128 336 919 1046 735 656 691 703 733 752 855 1102 1293 1046 763 447 380 247 140 13111
ADT 13111 AM Peak Volume PM Peak Volume Comments:
9:00 AM 8
8:00 AM 834
10:00 AM 108
7:00 AM 19
10:00 AM 33
8:00 AM 9
10:00 AM 1
8:00 AM 20
8:00 AM 2
10:00 AM 3
8:00 AM 1
8:00 AM 1
7:00 AM 36
8:00 AM 1046
6:00 PM 15
5:00 PM 1081
5:00 PM 115
4:00 PM 16
3:00 PM 28
1:00 PM 5
12:00 PM 1
5:00 PM 9
2:00 PM 2
2:00 PM 4
1:00 PM 1
1:00 PM 2
3:00 PM 64
5:00 PM 1293
Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle 4 Axle 6 Axle Buses Long 6 Tire Single Single Double Double Double Start Time cycles Trailer
Type of report: Tube Count - Vehicle Classification Data
Grand Total Percent
216 0.8%
21009
2873
80.1%
11.0%
287 1.1%
541 2.1%
62
11
0.2%
0.0%
205 0.8%
Page 3 of 3
6 Axle Not Multi Multi Classified Total 1 0.0%
11 0.0%
940
26222
3.6%
ADT 13111
Comments: Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Volume Data
Page 1 of 1
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA
Mon Start Time
Tue
Wed
Thu
08-Oct-14 09-Oct-14
12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments: Report generated on 10/22/2014 11:27 AM
35 23 13 7 30 115 366 934 1131 736 635 603 662 695 753 827 1111 1207 1225 813 499 352 228 111 13111
44 25 13 18 39 128 336 919 1046 735 656 691 703 733 752 855 1102 1293 1046 763 447 380 247 140 13111
99.9%
99.9%
99.9% 8:00 AM 1131 6:00 PM 1225
99.9% 8:00 AM 1046 5:00 PM 1293
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 08 2014 - Oct 09 2014
Fri
Average Weekday Hourly Traffic
Sat
Sun
Average Week Hourly Traffic
40 24 13 13 35 122 351 927 1089 736 646 647 683 714 753 841 1107 1250 1136 788 473 366 238 126 13118
40 24 13 13 35 122 351 927 1089 736 646 647 683 714 753 841 1107 1250 1136 788 473 366 238 126 13118
100.0% 8:00 AM 1089 5:00 PM 1250
8:00 AM 1089 5:00 PM 1250
Average Week Profile
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
2 0 0 0 2 1 2 7 10 7 19 24 35 40 38 79 96 106 34 4 4 13 1 3 527 8.1%
0 0 5 12 4 0 1 2 4 3 0 0 0 1 0 0 0 1 1 3 0 1 1 4 3 0 4 13 19 5 3 9 33 59 18 4 23 72 123 77 4 38 118 156 90 6 29 63 132 45 30 67 78 61 20 34 63 94 81 22 36 76 97 79 19 54 79 85 84 21 54 77 99 78 24 66 105 126 84 26 64 105 149 149 42 90 108 191 178 52 43 96 167 231 91 13 47 142 165 56 2 24 73 105 45 14 28 65 58 13 12 17 41 36 10 1 3 14 35 8 530 1000 1729 1935 697 8.1% 15.3% 26.5% 29.6% 10.7%
0 0 2 0 2 3 7 18 15 10 1 3 2 0 2 1 5 4 6 10 5 6 3 2 107 1.6%
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 1 0 1 0 0 0 3 0 8 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 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%
Total
Pace Speed
Number in Pace
23 10 3 5 13 46 131 325 431 292 276 321 344 363 373 487 611 729 669 437 258 197 123 67 6534
26-35 32-41 36-45 31-40 33-42 26-35 26-35 31-40 26-35 26-35 21-30 26-35 26-35 26-35 26-35 21-30 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35
17 6 2 4 6 31 92 199 274 194 145 174 176 169 177 230 298 369 398 307 178 122 77 49 3664
ADT 6534
AM Peak Volume PM Peak Volume Comments:
11:00 AM 11:00 AM 10:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 5:00 AM
24
34
67
118
156
90
18
8:00 AM
1
431
5:00 PM 5:00 PM 5:00 PM 5:00 PM 6:00 PM 6:00 PM 7:00 PM 10:00 PM 11:00 PM
106
90
108
Report generated on 10/22/2014 11:27 AM
191
231
91
10
3
1
5:00 PM
729
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 1 0 1 0 4 9 17 6 5 2 15 40 44 88 20 44 26 2 1 3 0 1 329 5.0%
0 1 10 12 5 0 1 3 4 3 0 0 1 3 0 0 1 2 5 0 0 1 3 3 6 1 2 11 18 4 5 7 28 42 30 5 30 70 126 74 8 34 91 139 85 6 24 93 106 47 4 20 92 121 47 9 26 107 162 45 29 53 118 103 22 47 93 116 65 18 57 83 110 87 17 74 119 124 85 10 17 54 223 247 75 39 77 212 260 93 33 54 170 208 72 3 26 138 155 61 0 13 84 92 37 2 13 62 85 36 1 10 35 55 28 0 10 28 28 22 340 752 1931 2211 837 5.2% 11.5% 29.5% 33.8% 12.8%
1 2 1 0 2 4 6 20 21 3 7 9 1 3 6 1 6 12 6 6 4 4 3 5 133 2.0%
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 0 0 0 0 0 4 1 0 4 0 1 0 0 0 2 1 0 0 1 0 0 0 14 0.2%
0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4 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%
Total
Pace Speed
Number in Pace
29 13 6 8 17 41 123 338 396 285 300 360 342 382 404 501 645 738 569 391 232 205 132 94 6551
26-35 28-37 26-35 26-35 35-44 26-35 31-40 31-40 26-35 26-35 26-35 26-35 26-35 21-30 26-35 21-30 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35
21 7 4 7 8 29 72 200 230 198 212 268 221 208 196 243 469 472 378 293 175 147 90 55 4142
ADT 6551
AM Peak Volume PM Peak Volume Comments:
8:00 AM 11:00 AM 8:00 AM 11:00 AM 11:00 AM 8:00 AM 8:00 AM 7:00 AM 4:00 AM
17
9
34
107
162
85
21
4
1
3:00 PM 3:00 PM 3:00 PM 4:00 PM 5:00 PM 5:00 PM 5:00 PM 4:00 PM 4:00 PM
88
74
119
Report generated on 10/22/2014 11:27 AM
223
260
93
12
2
1
8:00 AM
396 5:00 PM
738
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total Percent Cumulative Percent
Page 3 of 3
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
856
870
1752
3660
4146
1534
240
22
5
0
0
0
0
0
6.5%
6.6%
13.4%
28.0%
31.7%
11.7%
1.8%
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
6.5%
13.2%
26.6%
54.6%
86.2%
98.0%
ADT 6542
Comments: Report generated on 10/22/2014 11:27 AM
Total 13085
Pace Speed
Number in Pace
26-35
7806
99.8% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:34 MPH Mean Speed(Average): 27 MPH Median 29 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 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 0 0 0 0 0 0 5 10 7 9 11 18 17 21 39 43 64 23 4 5 6 0 2 286 4.4%
23 10 3 5 13 46 131 325 431 292 276 321 344 363 373 487 611 729 669 437 258 197 123 67 6534
ADT 6534 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
4:00 PM 1
10:00 AM 1
11:00 AM 11
8:00 AM 431
4:00 PM 1
5:00 PM 64
5:00 PM 729
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 0 0 0 4 0.1%
0 0 0 0 1 0 2 7 12 4 4 1 8 20 12 43 16 31 18 2 1 4 0 0 186 2.8%
29 13 6 8 17 41 123 338 396 285 300 360 342 382 404 501 645 738 569 391 232 205 132 94 6551
ADT 6551 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
1:00 PM 1
9:00 AM 1
8:00 AM 12
8:00 AM 396
1:00 PM 1
3:00 PM 43
5:00 PM 738
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle 4 Axle 6 Axle Buses Long 6 Tire Single Single Double Double Double Start Time cycles Trailer
Type of report: Tube Count - Vehicle Classification Data
Grand Total Percent
103 0.8%
10693
1283
81.7%
9.8%
147 1.1%
248 1.9%
36 0.3%
4 0.0%
72
15
0.6%
0.1%
Page 3 of 3
6 Axle Not Multi Multi Classified Total
5
3
0
4
0.0%
0.0%
0.0%
0.0%
472
13085
3.6%
ADT 6542
Comments: Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Volume Data
Page 1 of 1
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA
Mon Start Time
Tue
Wed
Thu
08-Oct-14 09-Oct-14
12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments: Report generated on 10/22/2014 11:27 AM
23 10 3 5 13 46 131 325 431 292 276 321 344 363 373 487 611 729 669 437 258 197 123 67 6534
29 13 6 8 17 41 123 338 396 285 300 360 342 382 404 501 645 738 569 391 232 205 132 94 6551
99.8%
100.0%
99.8% 8:00 AM 431 5:00 PM 729
100.0% 8:00 AM 396 5:00 PM 738
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 08 2014 - Oct 09 2014
Fri
Average Weekday Hourly Traffic 26 12 5 7 15 44 127 332 414 289 288 341 343 373 389 494 628 734 619 414 245 201 128 81 6549
100.0% 8:00 AM 414 5:00 PM 734
Sat
Sun
Average Week Hourly Traffic
Average Week Profile
26 12 5 7 15 44 127 332 414 289 288 341 343 373 389 494 628 734 619 414 245 201 128 81 6549
8:00 AM 414 5:00 PM 734
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 0 0 0 0 2 19 25 11 9 2 10 4 2 7 7 12 13 4 3 1 0 0 131 2.0%
0 1 0 0 0 1 0 1 5 0 4 1 0 3 2 2 0 0 1 1 0 0 1 3 26 0.4%
2 2 6 6 0 4 3 6 0 2 1 4 0 0 1 1 2 0 8 2 2 12 28 23 4 42 89 69 21 117 300 183 32 239 322 110 20 99 196 120 15 65 119 101 6 54 136 76 12 56 131 76 15 95 138 90 24 70 151 87 20 86 133 78 12 136 211 112 11 118 251 93 7 118 237 119 9 68 162 119 3 27 99 73 3 22 43 45 3 18 37 33 3 3 12 21 226 1453 2814 1647 3.4% 21.8% 42.2% 24.7%
2 0 0 1 1 3 26 27 14 25 28 21 16 10 12 14 10 30 26 26 22 18 7 5 344 5.2%
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 0 0 0 2 1 2 3 3 2 2 1 1 0 2 1 2 1 3 0 2 2 0 30 0.4%
0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 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 1 0 0 0 0 0 1 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
18 14 8 3 13 71 233 670 750 474 344 298 302 356 348 342 489 517 523 392 227 134 102 47 6675
32-41 32-41 31-40 36-45 31-40 31-40 31-40 31-40 26-35 31-40 31-40 31-40 31-40 26-35 31-40 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40
11 8 5 2 9 50 158 483 561 316 219 211 206 233 237 219 347 369 355 281 172 88 69 33 4460
ADT 6675
AM Peak Volume PM Peak Volume Comments:
8:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 10:00 AM 8:00 AM 2:00 AM
25
5
32
239
322
183
28
3
6:00 PM 1:00 PM 2:00 PM 4:00 PM 5:00 PM 6:00 PM 5:00 PM 7:00 PM 10:00 PM
13
3
24
Report generated on 10/22/2014 11:27 AM
136
251
119
30
3
8:00 AM
1 1
750 6:00 PM
6:00 PM
1
523
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 0 0 0 0 1 15 16 12 8 9 4 5 3 5 7 8 13 4 2 4 0 1 117 1.7%
0 0 0 0 0 0 1 4 1 0 2 2 0 2 5 1 1 0 1 0 1 0 0 2 23 0.3%
0 5 10 3 1 2 1 4 2 1 1 0 0 0 1 2 0 5 14 4 2 18 36 17 1 39 69 74 22 101 288 168 25 154 326 171 23 139 185 99 11 85 149 82 8 44 145 113 10 59 156 91 12 64 149 109 16 87 166 75 23 94 159 72 21 113 204 90 12 115 217 147 10 79 231 124 4 58 162 107 1 31 93 66 5 31 73 40 6 16 45 34 3 14 26 13 218 1354 2906 1705 3.2% 20.0% 42.9% 25.2%
1 3 0 1 2 5 24 34 26 13 20 31 18 14 14 21 20 32 38 39 14 12 8 4 394 5.8%
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 1 0 0 0 2 0 3 1 1 1 0 1 5 2 0 2 7 7 2 7 2 3 1 48 0.7%
0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 1 6 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%
Total
Pace Speed
Number in Pace
19 12 5 4 25 80 209 636 720 472 358 352 339 360 368 375 458 539 505 376 215 167 112 65 6771
26-35 37-46 21-30 36-45 26-35 26-35 31-40 31-40 31-40 26-35 26-35 31-40 31-40 31-40 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 31-40 26-35 31-40
15 6 3 3 19 54 143 456 497 324 234 258 246 258 252 253 317 363 354 268 158 113 79 40 4611
ADT 6771
AM Peak Volume PM Peak Volume Comments:
8:00 AM 7:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 7:00 AM 2:00 AM
16
4
25
154
326
171
34
3
1
6:00 PM 2:00 PM 3:00 PM 5:00 PM 6:00 PM 5:00 PM 7:00 PM 5:00 PM 6:00 PM
13
5
23
Report generated on 10/22/2014 11:27 AM
115
231
147
39
7
2
8:00 AM
720 5:00 PM
539
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total Percent Cumulative Percent
Page 3 of 3
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
248
49
444
2807
5720
3352
738
78
9
0
1
0
0
0
1.8%
0.4%
3.3%
20.9%
42.5%
24.9%
5.5%
0.6%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
1.8%
2.2%
5.5%
26.4%
68.9%
93.9%
99.3%
ADT 6723
Comments: Report generated on 10/22/2014 11:27 AM
Total 13446
Pace Speed
Number in Pace
31-40
9072
99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:38 MPH Mean Speed(Average): 32 MPH Median 32 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle Buses Long 6 Tire Single Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 1 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 2 23 30 14 11 3 10 5 2 8 8 13 15 5 3 2 0 0 154 2.3%
18 14 8 3 13 71 233 670 750 474 344 298 302 356 348 342 489 517 523 392 227 134 102 47 6675
ADT 6675 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
7:00 AM 1
8:00 AM 30
8:00 AM 750
6:00 PM 15
6:00 PM 523
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle Buses Long 6 Tire Single Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 09 2014 >6 Axle Not Multi Classified Total
4 Axle Single
6 Axle Double
November 2014
Prepared by Arlington County TE&O
TABLE OF CONTENTS Table of Contents .......................................................................................................................................... 2 Summary of Findings ..................................................................................................................................... 3 Background ................................................................................................................................................... 3 Methodology ................................................................................................................................................. 3 Growth Determination .............................................................................................................................. 4 Model Verification .................................................................................................................................... 4 Scenarios ................................................................................................................................................... 4 Analysis ......................................................................................................................................................... 5 Overall Network Measures of Effectiveness ............................................................................................. 5 Highway Capacity Manual (HCM) Measures ............................................................................................ 5 Discussion and Conclusion ............................................................................................................................ 6 Appendix A – Existing Traffic Count Data ..................................................................................................... 7
2 Wilson Boulevard Traffic Analysis
SUMMARY OF FINDINGS This analysis examined the impacts of implementing a road diet on a portion of Wilson Blvd from N. George Mason Dr. to N. McKinley St. The results were obtained using existing traffic counts, an estimated growth rate, current WMATA and ART transit route information, and Synchro 8 software. The results of the analysis show that the proposed configuration will only moderately impact the traffic on Wilson Blvd. However, a significantly higher increase in delay will be experienced on the sidestreet traffic entering Wilson Blvd—the traffic volumes on these streets is not significant when compared with the mainstreet volumes.
BACKGROUND Wilson Blvd is currently two lanes in both directions with a wide center median. During the morning (AM) and evening (PM) rush hours, this portion of Wilson Blvd contains relatively heavy directional traffic. The current speed limit is 30 mph. As part of the proposed project, Wilson Blvd would be reduced to a single lane in both directions with a center left‐turn lane to access sidestreets and driveways. The remaining portion of the roadway would be used for bicycle lanes, wider sidewalks, or other improvements. However, Wilson Blvd would remain a two‐lane road through the two major signalized intersections at the ends of the corridor (George Mason Dr and McKinley). There is a pilot program currently under consideration that would only implement the three‐lane cross section from N Frederick St to N Larrimore St. This report was assembled to evaluate the results throughout the entire corridor should the full build‐out occur.
METHODOLOGY To analyze the impacts of the road diet, a model was developed for Wilson Blvd from N McKinley St to N George Mason Dr. The model included signalized intersections at the following cross streets: ‐ ‐ ‐ ‐
N McKinley Rd N Patrick Henry Dr Dominion Hills Rec Center Entrance (Larrimore)
‐ ‐ ‐
N Jefferson St N Edison St N George Mason Dr
In addition to these signalized intersections several unsignalized, stop‐controlled side streets were also modeled to represent the major sink/source locations along the corridor. The choice of whether or not to include a side street was made based on observed traffic patterns, connectivity of the road, and density. The model included the following side streets: ‐ ‐ ‐ ‐ ‐ ‐ ‐
N Lebanon St N Frederick St N Livingston St N Lexington St N Kensington St N Illinois St N Harrison St
‐ ‐ ‐ ‐ ‐ ‐
N Frederick St N Kentucky St N Jacksonville St N Greenbrier St N Florida St Powhatan Springs Park Entrance (Skate Park)
3 Wilson Boulevard Traffic Analysis
GROWTH DETERMINATION The design year for the traffic analysis is 2030. To determine the future traffic volumes, two approaches were compared: the MWCOG model projections were compared to an assumed 0.5% annual growth rate. The MWCOG demonstrated an average annual growth rate of roughly 0.15%. Therefore, the more conservative value of 0.5% annual growth was chosen.
MODEL VERIFICATION To verify the models, field measurements for corridor travel time were collected for both the AM and PM peak periods. These travel times were compared to those generated by the existing no‐build Synchro model and were found to be reasonably accurate. Table 1, below, shows the results of the travel time analysis for the corridor. TABLE 1: TRAVEL TIME COMPARISON
Scenario AM Peak (sec) (EB) PM Peak (sec) (WB) 1: 2014 No‐Build 258.6 216.4 2: 2014 Build 280.2 297.4 3: 2030 No‐Build 291.0 220.2 4: 2030 Build 323.0 351.1 In addition to the travel time collection, field‐measured saturation flowrates were also collected during the AM and PM peak periods. The field‐measured saturation flowrates were found to be comparable to the calculated values in the Synchro model for both the AM and PM peak periods. Refer to Appendix III for field measurement calculations. Traffic counts for the existing base models were collected during AM and PM peak periods. Using current WMATA and ART transit information, the bus blockages along the corridor were verified in the field and applied to the Synchro model as well. Refer to Appendix III for bus blockage calculations.
SCENARIOS To compare the proposed roadway model to the existing conditions, four scenarios were developed: Scenario 1: 2014 No‐build ‐ Current roadway geometry ‐ Current traffic volumes Scenario 2: 2014 Build ‐ Modified roadway geometry‐single travel lane from N Patrick Henry Dr to N Frederick St with a center left turn lane ‐ Current traffic volumes Scenario 3: 2030 No Build ‐ Current roadway geometry ‐ Future traffic volume projections Scenario 4: 2030 Build ‐ Modified roadway geometry‐single travel lane from N Patrick Henry Dr to N Frederick St with a center left‐ turn lane ‐ Future traffic volume projections
4 Wilson Boulevard Traffic Analysis
The AM and PM peak periods were analyzed for all four scenarios. Traffic signal timings were consistent through all scenarios. The results are presented in the following sections.
ANALYSIS To analyze the impact of the proposed road diet, several characteristics of the corridor operation were analyzed. A network‐ wide tabulation of several Measures of Effectiveness (MOEs) was prepared. The Highway Capacity Manual (HCM) Level of Service (LOS) for the signalized and unsignalized intersections was also tabulated using HCM 2010 and HCM 2000, respectively. The results are presented in the following sections.
OVERALL NETWORK MEASURES OF EFFECTIVENESS The Summary Network MOE shows quantitative information such as delays, stops, and fuel consumption about the performance of intersections and the network. TABLE 2: NETWORK MEASURES OF EFFECTIVENESS
Measure Delay (hr) Stops Fuel (gal)
1: 2014 No Build AM PM 76 73 7301 8148 213 227
2: 2014 Build AM PM 86 109 8103 8316 225 255
3: 2030 No Build AM PM 99 94 8208 9344 245 261
4: 2030 Build AM PM 119 171 9098 9372 265 318
HIGHWAY CAPACITY MANUAL (HCM) MEASURES Table 3, below, summarizes the results of the HCM analysis for the four scenarios for signalized intersections. TABLE 3: DELAY & LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS
Intersection
1: 2014 No Build AM PM
2: 2014 Build AM PM
3: 2030 No Build AM PM
4: 2030 Build AM PM
Delay shown in sec/veh
McKinley Rd Patrick Henry Dr Jefferson St Edison St George Mason Dr*
22.3 (C) 3.3 (A) 5.8 (A) 3.9 (A) 23.5 (C)
24.2 (C) 5.0 (A) 3.5 (A) 3.4 (A) 31.4 (C)
25.5 (C) 8.0 (A) 10.8 (B) 6.0 (A) 23.5 (C)
30.2 (C) 44.7 (D) 8.6 (A) 4.3 (A) 31.4 (C)
26.9 (C) 3.4 (A) 6.1 (A) 4.1 (A) 27.5 (C)
29.8 (C) 6.0 (A) 3.8 (A) 3.3 (A) 40.5 (D)
30.2 (C) 9.2 (A) 13.2 (B) 6.3 (A) 27.5 (C)
36.4 (D) 69.4 (E) 10.6 (B) 4.3 (A) 40.5 (D)
*intersection LOS not impacted by proposed improvements as there were not geometry improvements at this intersection
The results of the signalized intersections show minimal change in the LOS between the various scenarios. This stability is in part to the fact that the lane configurations at the major signalized intersections at N George Mason Dr and N McKinley St remained fairly consistent throughout the different scenarios. The results do show a significant amount of delay at the Patrick Henry intersection in the PM period for the build scenario. This delay is linked to a heavy left‐turn demand at the intersection. For this reason, the phasing and lane configuration at the intersection of Patrick Henry Dr should be revisited if the decision to implement the project moves forward. The HCM 2010 LOS reports for two‐way stopped controlled (TWSC) intersections reflect the degree of delays experienced by the intersection.
5 Wilson Boulevard Traffic Analysis
TABLE 4: HCM DELAY AT UNSIGNALIZED INTERSECTIONS (SEC/VEH)
Cross Street
1: 2014 No Build AM PM NB
Lebanon St.
NB
0.2 ‐
Livingston St.
‐
0.6
Harrison St.
‐
0.5 22.4
Lexington St.
0.5 17.7
17.3
2.6 33.7
‐
28.1
2.1 14.7
38.2
‐ 0.6
28.8
31.1
3.7 25.0
50.8
‐
25.7
4.0 20.5
89.1
‐
21.0
3.4 32.4
46.2
52.6
‐
22.8
32.9
‐
81.8
23.0 0.7
35.5
38.1
5.7 30
55.2 0.2
0.8 37.3
61.2 3.4
41.1
‐
2.7 16.1
44.4
0.1 18.0
40.5 0.8
42.0
‐
0.5 19.8
‐
2.6 30.1
SB 0.2
28.3
27.5
0.2 15.6
NB
1.1 38.1
‐
0.6 42
‐
2.1 21.1
SB 0.3
28.3
23.3
0.1 20.5
NB
0.6 22
‐
SB
‐
2.0 38.3
4: 2030 Build AM PM
0.2 18.2
19.2
0.1 20.1
NB
0.7 16.8
‐
0.6 27.4
‐
2.4 30.6
SB 0.2
33.3
35.2
0.1 16.4
NB
0.7 33.3
‐
SB
‐
2.1 23.9
3: 2030 No Build AM PM
0.2 24.3
23.4
0.2 14.5
NB
0.9 31.5
‐
0.1
Frederick St.
‐
1.7 19.4
SB 0.3
24.3
20.5
1.7
‐
NB
0.5 19.5
‐
SB .2
16.7
17.2
Kensington St.
SB
2: 2014 Build AM PM
53.1 6.5
24.1
155
40.1
From the results presented in Table 4 it is apparent that some intersections are greatly impacted by the proposed geometry changes. The majority of the increase in delay is on the side streets due to the reduced availability of acceptable gaps for traffic attempting to access Wilson Blvd. However, as previously mentioned, the traffic volumes on the side streets are minimal when compared to the volumes on Wilson Blvd.
DISCUSSION AND CONCLUSION The delay for the side street approaches is degraded considerably under the proposed conditions because the one‐lane portions of Wilson Blvd experience high volumes for a single lane. The drivers entering Wilson Blvd from the side streets will experience delays and will be pressured to accept smaller gaps as a result. This more aggressive behavior could potentially result in an increase in unsafe driving. In addition, the single lane operation is impacted by bus blockages, but the estimated impacts to traffic traveling along Wilson Blvd is not significant. In addition, the impacts to the signalized intersections shown in Table 3 are significant, particularly the signals to the west end of Wilson such as McKinley Rd. and Patrick Henry Dr. Thus, it is recommended that the phasing and configuration of the western signalized intersections be revisited should the project move towards full implementation to the County line.
6 Wilson Boulevard Traffic Analysis
APPENDIX A – EXISTING TRAFFIC COUNT DATA
7 Wilson Boulevard Traffic Analysis
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Manchester St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.00 0
422 0.95 853
0
0
0
398
42
102 24 143
0
0.81
0.0
500
3.6
0.91 916
4.8
0.0
0.0
4.7
3.3
7.1
7.8
104
7.7
0
0
0
0
0
Left 40 8 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 1 2 4 2 2 5 10 7 8 7 6 2
0
4
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
5.3
10.2
0
4
NA
4.2
8.3 0.0 10.6
128
1
0
0.0
0.0 0.0 0.0 0
0.93
811
QC JOB #: 13325801 DATE: Wed, Oct 08 2014
N Manchester St (Northbound) Thru Right 0 4 0 11 0 24 0 7 0 18 0 31 0 34 0 21 0 20 0 38 0 33 0 12
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 136 0 0 12 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Manchester St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 60 3 93 5 120 7 157 5 193 8 218 6 206 15 194 13 167 7 154 12 157 8 132 7
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 824 60 0 28 4 0 0 0
Left 1 6 9 16 17 22 29 33 32 35 9 14
Left 116 12 0
Wilson Blvd (Westbound) Thru Right 31 0 41 0 45 0 61 0 90 0 90 0 103 0 115 0 80 0 110 0 68 0 64 0
Total U 0 0 0 0 0 1 0 0 0 0 0 0
Westbound Thru Right U 412 0 0 24 0 0 0 0
Hourly Totals
100 158 209 248 328 373 397 383 314 356 281 231
715 943 1158 1346 1481 1467 1450 1334 1182
Total 1588 88 4 0
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Manchester St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.00 0
362 0.87 338
0
0
0
342
18
56 20 74
0
0.66
0.0
398
5.2
0.88 371
3.6
0.0
0.0
3.8
5.3
0.0
1.8
51
1.4
0
0
0
0
0
Left 20 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
1
NA
Left 4 5 6 3 3 5 5 7
0
2
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.3
7.0
0
7
NA
4.8
5.0 0.0 7.8
71
0
0
0.0
0.0 0.0 0.0 0
0.91
320
QC JOB #: 13325802 DATE: Wed, Oct 08 2014
N Manchester St (Northbound) Thru Right 0 13 0 15 0 10 0 6 0 7 0 22 0 10 0 12
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 40 0 0 4 8 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
N Manchester St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 73 6 71 8 80 2 84 2 71 1 72 5 91 6 86 6
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 364 24 0 16 0 0 2 0
Left 16 11 16 9 11 19 13 13
Left 52 4 0
Wilson Blvd (Westbound) Thru Right 89 0 77 0 86 0 67 0 76 0 94 0 96 0 76 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 384 0 0 12 0 0 0 0
Hourly Totals
201 187 200 171 169 217 221 200
759 727 757 778 807
Total 884 36 8 2
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Manchester St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.00 0
863 0.89 572
0
0
0
806
71
147 57 218
0
0.89
0.0
953
1.4
0.93 622
1.6
0.0
0.0
1.8
1.5
0.0
0.0
121
0.0
0
3
2
0
0
Left 60 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 10 8 5 11 16 13 13 15 16 19 11 16
0
1
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.6
0.6
0
7
NA
1.3
0.0 0.0 0.8
178
2
0
0.0
0.0 0.0 0.0 0
0.98
501
QC JOB #: 13325803 DATE: Wed, Oct 08 2014
N Manchester St (Northbound) Thru Right 0 20 0 15 0 18 0 35 0 28 0 40 0 33 0 24 0 24 0 26 0 23 0 28
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 96 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Manchester St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 117 12 119 11 105 9 111 15 102 10 115 16 130 18 113 19 143 18 112 18 106 8 128 9
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 452 76 0 16 0 0 0 0
Left 14 23 39 33 26 30 48 45 24 34 25 22
Left 180 0 0
Wilson Blvd (Westbound) Thru Right 153 0 160 0 172 0 166 0 215 0 218 0 174 0 217 0 197 0 158 0 160 0 123 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 868 0 0 12 0 8 0 0
Hourly Totals
326 336 348 371 397 432 416 433 422 367 333 326
1381 1452 1548 1616 1678 1703 1638 1555 1448
Total 1732 28 16 0
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Arlington Mill Dr -- Wilson Blvd CITY/STATE: Arlington, VA 15
2
Peak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.85 3
424 0.96 842
0
12
1
421
0
0 0 0
0
0.00
0.0
422
3.5
0.90 853
4.9
0.0
0.0
4.9
3.6
0.0
0.0
0
0.0
0
0
0
0
0 0
N Arlington Mill Dr (Northbound) Left Thru Right U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
4
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.8
0.0
0
4
NA
3.6
0.0 0.0 0.0
0
1
0
0.0
0.0 0.0 0.0 1
0.95
841
QC JOB #: 13325804 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 0 0 0 0 4 0 0
NA
NA
N Arlington Mill Dr (Southbound) Left Thru Right U 0 0 0 0 1 0 0 0 2 0 2 0 3 0 2 0 3 0 0 0 4 0 0 0 2 0 2 0 3 0 1 0 4 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0
Left 8 0 0
Southbound Thru Right U 0 8 0 0 0 0 0 0
Left 0 0 1 1 0 0 1 0 0 0 0 1
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 63 0 97 0 125 0 159 0 198 0 220 0 219 0 204 0 170 0 166 0 164 0 138 0
U 0 0 0 1 0 0 0 0 0 0 0 0
Eastbound Thru Right U 876 0 0 32 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 32 0 42 1 49 0 63 0 91 1 95 0 113 0 122 0 88 0 117 0 74 0 65 1
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 452 0 0 32 0 0 0 0
Hourly Totals
95 141 179 229 293 319 337 330 263 283 239 206
644 842 1020 1178 1279 1249 1213 1115 991
Total 1348 64 4 0
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Arlington Mill Dr -- Wilson Blvd CITY/STATE: Arlington, VA 2
2
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.50 1
363 0.87 339
0
1
2
360
0
0 0 0
0
0.00
0.0
362
5.0
0.90 338
3.5
0.0
50.0
3.6
5.0
0.0
0.0
0
0.0
0
0
0
0
0 0
N Arlington Mill Dr (Northbound) Left Thru Right U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
1
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
2
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
3.6
0.0
0
7
NA
5.2
0.0 0.0 0.0
0
0
1
50.0
0.0 0.0 0.0 2
0.88
337
QC JOB #: 13325805 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 0 0 0 0 8 0 0
NA
NA
N Arlington Mill Dr (Southbound) Left Thru Right U 1 0 1 0 1 0 0 0 2 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 1 0 0 1 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 78 0 78 0 80 0 85 0 72 0 77 0 96 0 92 0
U 2 0 0 0 0 0 1 1
Eastbound Thru Right U 384 0 4 16 0 0 2 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 93 0 81 1 92 0 70 0 79 0 98 1 101 0 82 1
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 404 0 0 12 0 0 0 0
Hourly Totals
176 161 176 157 151 176 199 177
670 645 660 683 703
Total 796 28 8 2
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Arlington Mill Dr -- Wilson Blvd CITY/STATE: Arlington, VA 7
15
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.42 4
858 0.89 575
0
3
6
854
0
0 0 0
0
0.00
0.0
863
1.4
0.95 572
1.6
0.0
0.0
1.6
1.4
0.0
0.0
0
0.0
0
0
2
0
0 0
N Arlington Mill Dr (Northbound) Left Thru Right U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
1
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.6
0.0
0
7
NA
1.4
0.0 0.0 0.0
0
2
0
0.0
0.0 0.0 0.0 9
0.96
569
QC JOB #: 13325806 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 0 0 0 0 8 0 0
NA
NA
N Arlington Mill Dr (Southbound) Left Thru Right U 0 0 0 0 1 0 2 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 3 0 1 0 0 0 1 0 1 0 1 0 0 0 5 0 1 0 0 0 0 0 2 0 1 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 1 2 0 1 2 1 2 0 0 5
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 129 0 129 0 114 0 125 0 110 0 131 0 147 0 131 0 160 0 125 0 114 0 135 0
U 0 0 1 0 1 0 0 0 0 0 1 0
Eastbound Thru Right U 640 0 0 8 0 0 1 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 163 0 167 1 177 0 176 1 229 2 226 5 187 0 228 4 213 0 177 0 168 3 137 2
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 852 0 0 12 0 0 2 0
Hourly Totals
292 300 293 305 344 366 337 366 376 308 286 282
1190 1242 1308 1352 1413 1445 1387 1336 1252
Total 1504 20 8 3
Comments: Report generated on 3/10/2015 11:53 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Lexington St -- Wilson Blvd CITY/STATE: Arlington, VA 30
22
Peak-Hour: 7:30 AM -- 8:30 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.64 25
497 0.93 910
0
5
6
416
53
6 56 59
3
0.91
6.7
435
6.0
0.83 866
5.7
50.0
0.0
4.8
6.3
15.1
0.0
10
13.6
0
0
0
0
0 0
N Lexington St (Northbound) Left Thru Right 2 1 0 8 0 1 8 0 2 13 0 2 12 2 3 16 0 3 13 0 1 15 1 3 9 2 2 17 1 3 11 0 1 12 0 2
0
0
0
NA
NA
Left 60 4
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.7
2.9
0
9
NA
6.0
3.6 0.0 0.0
69
4
3
13.6
8.0 0.0 0.0 13
0.95
851
QC JOB #: 12793004 DATE: Wed, Oct 08 2014
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 12 0 0 0 8 0 0
N Lexington St (Southbound) Left Thru Right 1 2 0 2 0 2 3 2 1 3 1 3 1 0 6 1 0 7 1 0 4 2 0 8 4 2 3 8 2 6 4 0 2 1 1 1
Left 8 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 32 0 0 0 0 0 0
Left 1 1 2 1 1 2 2 1 7 1 0 0
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 64 4 94 6 120 15 145 8 199 15 221 15 233 10 198 13 183 9 181 10 183 11 134 14
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 792 52 0 24 12 0 0 0
Left 0 0 5 2 3 1 0 2 1 2 0 1
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 28 1 37 2 41 1 66 2 84 0 97 3 102 5 133 5 102 1 111 3 68 1 64 7
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 532 20 0 32 0 0 0 0
Hourly Totals
104 153 200 246 326 366 371 381 325 345 281 237
703 925 1138 1309 1444 1443 1422 1332 1188
Total 1524 72 8 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Lexington St -- Wilson Blvd CITY/STATE: Arlington, VA 28
33
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.88 14
399 0.90 364
0
14
18
355
36
2 30 38
3
0.80
14.3
369
6.3
0.92 326
6.3
5.6
8.3
6.5
5.9
5.6
0.0
2
5.3
1
0
0
0
0 0
N Lexington St (Northbound) Left Thru Right 8 3 2 8 0 2 4 0 2 1 2 2 7 1 0 8 2 1 7 0 1 8 0 0
0
0
0
NA
NA
Left 28 0
1
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
6.7
5.7
0
5
NA
6.0
3.3 0.0 50.0
35
4
1
6.1
21.4 0.0 7.1 12
0.93
310
QC JOB #: 12793005 DATE: Wed, Oct 08 2014
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 4 0 0 4 4 0 0
N Lexington St (Southbound) Left Thru Right 2 0 3 1 0 3 0 1 5 4 0 3 2 0 4 3 0 4 5 0 3 4 0 3
Left 20 0 1
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 12 0 0 4 12 0 1
Left 3 3 1 4 3 3 6 6
Left 24 0 0
Wilson Blvd (Eastbound) Thru Right 81 4 78 9 76 6 86 8 63 7 80 9 85 7 82 13
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 340 28 0 24 0 0 0 0
Left 1 0 2 0 0 0 1 1
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 95 2 75 4 93 4 73 0 80 4 96 4 95 4 84 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 380 16 0 16 0 0 0 0
Hourly Totals
204 183 194 183 171 210 214 201
764 731 758 778 796
Total 856 48 16 2
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Lexington St -- Wilson Blvd CITY/STATE: Arlington, VA 21
40
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.73 11
957 0.92 617
3
7
20
895
78
7 51 88
5
0.88
9.5
917
2.3
0.93 531
2.1
0.0
0.0
2.5
2.2
0.0
0.0
5
1.1
0
0
0
1
0 0
N Lexington St (Northbound) Left Thru Right 13 0 2 13 0 2 15 0 6 9 1 3 13 2 1 14 2 0 6 1 2 18 1 2 13 1 1 18 0 1 20 1 1 13 1 2
0
0
0
NA
NA
Left 72 4
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.4
1.6
0
7
NA
2.2
2.0 0.0 0.0
61
5
3
0.0
9.1 33.3 0.0 15
0.98
519
QC JOB #: 12793006 DATE: Wed, Oct 08 2014
NA
NA
U 0 0 0 0 2 0 0 0 0 0 0 0
Northbound Thru Right U 4 8 0 0 0 8 0 0
N Lexington St (Southbound) Left Thru Right 0 0 3 3 0 3 0 1 2 4 0 5 0 0 5 0 0 4 1 1 1 2 1 5 4 1 1 3 5 4 1 0 6 4 1 5
Left 8 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 20 0 4 4 0 0 0
Left 3 3 5 1 2 7 2 3 8 4 4 4
Left 12 0 0
Wilson Blvd (Eastbound) Thru Right 111 21 112 22 102 18 129 15 117 20 125 13 142 21 111 25 141 19 114 29 112 14 140 11
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 444 100 0 16 0 8 0 0
Left 1 3 4 1 0 0 4 3 0 1 2 1
Left 12 0 0
Wilson Blvd (Westbound) Thru Right 151 4 165 7 182 1 195 4 213 4 229 5 218 1 240 3 208 6 166 3 161 3 136 1
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 960 12 0 32 0 0 0 0
Hourly Totals
309 333 336 367 379 399 400 414 403 348 325 319
1345 1415 1481 1545 1592 1616 1565 1490 1395
Total 1656 60 16 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Kensington St -- Wilson Blvd CITY/STATE: Arlington, VA 8
11
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 7:45 AM -- 8:00 AM
0.61 4
480 0.87 907
0
4
4
476
0
0 0 0
0
0.00
0.0
483
5.6
0.92 907
3.3
25.0
14.3
3.2
5.7
0.0
0.0
0
0.0
0
1
0
0
0 0
N Kensington St (Northbound) Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
3.2
0.0
0
0
NA
5.8
0.0 0.0 0.0
0
5
0
18.2
0.0 0.0 0.0 7
0.91
903
QC JOB #: 12793007 DATE: Wed, Oct 15 2014
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
N Kensington St (Southbound) Left Thru Right 1 0 1 3 0 0 1 0 3 1 0 1 2 0 5 2 0 2 0 0 1 1 0 1 1 0 0 3 0 3 2 0 1 0 0 1
Left 8 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 8 0 0 0 4 0 0
Left 0 0 0 1 1 1 1 0 2 1 0 0
Wilson Blvd (Eastbound) Thru Right 61 0 96 0 135 0 134 0 197 0 259 0 197 0 220 0 227 0 202 0 142 0 127 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 4 1036 0 0 4 36 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 31 0 35 2 44 0 76 0 72 2 118 0 117 2 112 3 129 2 105 0 68 0 71 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 472 0 0 24 0 0 0 0
Hourly Totals
94 136 183 213 279 382 318 337 361 314 213 199
626 811 1057 1192 1316 1398 1330 1225 1087
Total 1528 64 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Kensington St -- Wilson Blvd CITY/STATE: Arlington, VA 6
7
Peak-Hour: 11:30 AM -- 12:30 PM Peak 15-Min: 12:15 PM -- 12:30 PM
0.50 3
338 0.91 316
0
3
5
335
0
0 0 0
0
0.00
0.0
337
4.1
0.94 314
2.2
0.0
50.0
2.3
4.2
0.0
0.0
0
0.0
0
2
0
0
0 0
N Kensington St (Northbound) Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
2.2
0.0
0
0
NA
4.5
0.0 0.0 0.0
0
2
1
14.3
0.0 0.0 0.0 2
0.92
311
QC JOB #: 12793008 DATE: Wed, Oct 15 2014
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
N Kensington St (Southbound) Left Thru Right 0 0 2 2 0 0 0 0 0 1 0 1 0 0 1 0 0 0 3 0 0 2 0 2
Left 4 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 0 0 0
Left 1 3 0 1 0 0 3 1
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 80 0 70 0 75 0 86 0 75 0 68 0 67 0 63 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 344 0 0 8 0 0 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 80 0 80 2 85 0 90 0 76 3 82 1 88 0 60 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 360 0 0 12 0 0 0 0
Hourly Totals
163 157 160 179 155 151 161 128
659 651 645 646 595
Total 716 20 0 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Kensington St -- Wilson Blvd CITY/STATE: Arlington, VA 6
18
Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.56 2
845 0.89 493
0
4
8
843
0
0 0 0
0
0.00
0.0
853
1.5
0.89 489
1.4
0.0
0.0
1.4
1.5
0.0
0.0
0
0.0
0
1
1
0
0 0
N Kensington St (Northbound) Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
NA
NA
Left 0 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.4
0.0
0
1
NA
1.5
0.0 0.0 0.0
0
6
0
0.0
0.0 0.0 0.0 10
0.94
485
QC JOB #: 12793009 DATE: Wed, Oct 15 2014
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
N Kensington St (Southbound) Left Thru Right 0 0 0 0 0 1 0 0 1 1 0 1 3 0 0 0 0 2 0 0 0 1 0 0 2 0 2 0 0 1 0 0 2 2 0 0
Left 4 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 16 0 0
Left 1 0 1 0 1 1 2 4 0 0 1 0
Left 16 0 0
Wilson Blvd (Eastbound) Thru Right 107 0 84 0 79 0 106 0 121 0 109 0 120 0 135 0 101 0 96 0 91 0 103 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 540 0 0 8 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 133 5 149 4 172 1 158 0 193 1 238 5 193 3 219 1 200 3 181 0 140 1 103 2
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 876 4 0 20 0 0 1 0
Hourly Totals
246 238 254 266 319 355 318 360 308 278 235 210
1004 1077 1194 1258 1352 1341 1264 1181 1031
Total 1440 28 16 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jacksonville St -- Wilson Blvd CITY/STATE: Arlington, VA 18
8
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.78 6
469 0.89 881
0
12
5
463
0
0 0 0
0
0.00
11.1
466
4.7
0.82 888
4.2
20.0
0.0
4.1
4.5
0.0
0.0
0
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0 0 0 0 0
0
0
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.2
0.0
0
3
NA
4.5
0.0 0.0 0.0
0
8
0
12.5
16.7 0.0 8.3 3
0.93
876
QC JOB #: 12793010 DATE: Wed, Oct 08 2014
N Jacksonville St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 3 1 3 4 4 2 1 5 3 5 2
Left 8 4 0
N Jacksonville St (Southbound) Thru Right 0 0 0 2 0 4 0 4 0 4 0 1 0 3 0 1 0 1 0 1 0 0 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 12 0 0 0 8 0 0
Left 0 1 0 0 1 0 0 2 3 0 0 1
Wilson Blvd (Eastbound) Thru Right 63 0 104 0 129 0 153 0 193 0 236 0 250 0 206 0 184 0 197 0 184 0 129 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 0 1000 0 0 0 48 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 30 0 39 0 43 1 59 1 83 2 97 0 111 1 146 2 109 0 113 2 74 0 71 2
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 444 4 0 24 0 0 0 0
Hourly Totals
93 149 178 220 287 338 367 358 302 316 263 206
640 834 1023 1212 1350 1365 1343 1239 1087
Total 1468 76 8 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jacksonville St -- Wilson Blvd CITY/STATE: Arlington, VA 10
14
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.70 2
375 0.88 333
0
8
4
373
0
0 0 0
0
0.00
0.0
383
4.0
0.91 337
4.5
0.0
10.0
4.6
4.0
0.0
0.0
0
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0
0
1
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.5
0.0
0
3
NA
4.2
0.0 0.0 0.0
0
3
1
7.1
0.0 0.0 0.0 10
0.91
329
QC JOB #: 12793011 DATE: Wed, Oct 08 2014
N Jacksonville St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 4 0 0
Left 2 3 3 2 1 3 0 4
Left 0 0 0
N Jacksonville St (Southbound) Thru Right 0 2 0 2 0 0 0 0 0 0 0 1 0 1 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 0 0 0
Left 0 0 0 0 1 1 1 1
Left 4 0 0
Wilson Blvd (Eastbound) Thru Right 82 0 84 0 78 0 92 0 68 0 80 0 95 0 86 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 380 0 0 16 0 0 1 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 97 0 83 0 97 2 78 2 84 0 101 4 98 4 90 2
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 392 16 0 4 0 0 0 0
Hourly Totals
183 172 180 174 154 190 199 183
709 680 698 717 726
Total 796 20 4 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jacksonville St -- Wilson Blvd CITY/STATE: Arlington, VA 20
22
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.58 9
938 0.90 528
0
11
12
929
0
0 0 0
0
0.00
5.0
939
1.5
0.96 527
1.7
0.0
0.0
1.7
1.4
0.0
0.0
0
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0 0 0 0 0
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.7
0.0
0
6
NA
1.4
0.0 0.0 0.0
0
2
0
0.0
11.1 0.0 0.0 10
0.97
516
QC JOB #: 12793012 DATE: Wed, Oct 08 2014
N Jacksonville St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 0 0 0
Left 4 4 1 2 2 1 6 2 2 2 3 2
Left 24 0 0
N Jacksonville St (Southbound) Thru Right 0 0 0 0 0 4 0 0 0 0 0 1 0 3 0 3 0 2 0 1 0 1 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 12 0 0 0 0 0 0
Left 3 0 0 4 0 3 3 5 1 0 0 0
Left 12 0 0
Wilson Blvd (Eastbound) Thru Right 111 0 114 0 94 0 136 0 118 0 125 0 137 0 108 0 146 0 121 0 116 0 144 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 548 0 0 8 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 155 2 179 2 196 2 204 4 231 5 237 3 230 3 250 1 212 3 169 1 165 3 150 4
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 920 12 0 8 0 0 0 0
Hourly Totals
275 299 297 350 356 370 382 369 366 294 288 301
1221 1302 1373 1458 1477 1487 1411 1317 1249
Total 1528 16 0 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jefferson St -- Wilson Blvd CITY/STATE: Arlington, VA 25
12
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.78 10
460 0.90 890
6
9
3
423
7
45 27 58
3
0.63
4.0
474
5.9
0.82 971
4.6
0.0
0.0
4.5
5.9
14.3
4.4
82
5.2
0
11
0
0
0
Left 48 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 1 1 1 3 4 7 12 5 3 7 1 4
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.4
3.6
0
15
NA
5.7
3.7 0.0 3.7
112
9
0
0.0
10.0 0.0 0.0 6
0.91
880
QC JOB #: 12793013 DATE: Wed, Oct 08 2014
N Jefferson St (Northbound) Thru Right 0 9 0 7 0 15 1 16 0 14 2 17 0 34 1 20 0 11 2 13 2 15 0 8
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 136 0 0 4 4 0 0
Left 1 2 0 3 1 2 1 3 3 1 1 1
Left 4 0 0
N Jefferson St (Southbound) Thru Right 0 0 0 2 0 0 2 0 1 1 2 2 1 3 2 1 1 4 1 1 0 1 1 3
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 12 0 0 0 12 0 0
Left 0 0 1 1 0 0 2 1 0 1 0 0
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 62 0 112 0 120 2 158 0 187 2 239 2 242 4 213 1 186 0 199 2 195 0 137 3
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 968 16 0 48 0 0 0 0
Left 3 6 10 10 7 11 10 15 9 7 7 8
Left 40 0 0
Wilson Blvd (Westbound) Thru Right 30 1 36 1 40 0 54 0 79 1 88 2 101 1 135 2 99 1 118 0 69 0 66 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 404 4 0 40 0 0 0 0
Hourly Totals
107 167 189 248 297 374 411 399 317 352 291 231
711 901 1108 1330 1481 1501 1479 1359 1191
Total 1644 92 16 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jefferson St -- Wilson Blvd CITY/STATE: Arlington, VA 9
14
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.75 1
380 0.92 339
3
5
3
370
6
52 9 60
5
0.86
11.1
428
4.5
0.92 377
3.5
0.0
16.7
3.0
3.5
33.3
7.7
41
10.0
0
1
0
0
0
Left 12 4 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 2 3 2 0 3 3 3
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
3.7
14.5
0
3
NA
4.2
44.4 20.0 7.3
55
4
2
14.3
0.0 0.0 20.0 6
0.93
330
QC JOB #: 12793014 DATE: Wed, Oct 08 2014
N Jefferson St (Northbound) Thru Right 1 16 0 8 1 9 0 7 1 14 0 9 1 8 3 10
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 32 0 0 4 4 0 0
Left 1 0 0 2 1 1 1 2
Left 4 0 0
N Jefferson St (Southbound) Thru Right 0 1 1 1 2 0 1 0 1 0 0 0 2 0 0 1
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 8 0 0 0 0 0 0 0
Left 2 0 0 0 0 1 0 2
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 77 0 81 4 83 2 92 1 65 3 83 0 92 0 90 3
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 368 0 0 12 0 0 0 0
Left 10 3 10 6 9 15 15 12
Left 60 8 0
Wilson Blvd (Westbound) Thru Right 97 1 76 1 96 4 73 0 84 3 98 1 99 1 89 1
Total U 0 0 0 0 0 0 1 0
Westbound Thru Right U 396 4 4 0 4 0 0 0
Hourly Totals
206 177 210 184 181 211 223 216
777 752 786 799 831
Total 892 32 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Jefferson St -- Wilson Blvd CITY/STATE: Arlington, VA 11
28
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.83 6
938 0.88 530
2
3
9
913
10
91 19 103
7
0.83
0.0
1016
1.6
0.97 570
1.7
0.0
0.0
1.8
1.6
0.0
3.3
56
2.9
0
10
0
0
0
Left 28 0 0
1
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 4 5 5 7 3 6 7 5 1 3 6 2
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.9
2.4
0
5
NA
1.8
0.0 0.0 3.6
82
2
1
0.0
0.0 0.0 0.0 12
0.96
511
QC JOB #: 12793015 DATE: Wed, Oct 08 2014
N Jefferson St (Northbound) Thru Right 0 8 1 11 0 15 1 8 2 17 2 11 0 14 2 16 3 15 3 12 2 18 1 7
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 56 0 0 4 0 1 0
Left 2 3 1 2 2 2 0 1 0 0 1 2
Left 0 0 0
N Jefferson St (Southbound) Thru Right 2 5 2 4 1 3 4 1 1 0 1 1 0 1 0 1 1 3 2 0 1 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 0 0 0
Left 2 1 2 0 1 1 4 3 1 2 1 0
Left 16 0 0
Wilson Blvd (Eastbound) Thru Right 95 5 128 2 97 0 123 3 125 0 117 1 143 4 106 2 145 3 118 0 109 2 148 2
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 572 16 0 8 0 0 0 0
Left 17 13 15 24 20 18 24 21 28 17 20 19
Left 96 4 0
Wilson Blvd (Westbound) Thru Right 152 3 170 2 185 2 201 2 230 1 233 1 225 5 239 2 216 4 173 4 163 3 149 6
Total U 0 1 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 900 20 0 8 0 8 0 0
Hourly Totals
295 343 326 376 402 394 427 398 420 334 326 336
1340 1447 1498 1599 1621 1639 1579 1478 1416
Total 1708 24 8 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Illinois St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.00 0
491 0.88 967
0
0
0
479
2
6 12 8
0
0.75
0.0
485
5.7
0.80 980
4.1
0.0
0.0
4.1
5.8
0.0
0.0
15
0.0
0
0
0
0
0
Left 8 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 3 4 2 3 3 2 0 0
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.1
0.0
0
13
NA
5.8
0.0 0.0 0.0
27
0
1
0.0
0.0 0.0 0.0 0
0.92
965
QC JOB #: 12793016 DATE: Wed, Oct 08 2014
N Illinois St (Northbound) Thru Right 0 0 0 1 0 0 0 4 0 1 0 4 0 7 0 1 0 3 0 3 0 2 0 1
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 28 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Illinois St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Wilson Blvd (Eastbound) Thru Right 80 0 112 1 147 1 169 2 219 1 249 0 276 1 230 1 210 0 209 1 214 1 142 3
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 0 1104 4 0 0 44 0 0 0 0 0
Left 0 1 1 0 2 0 2 3 1 0 0 5
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 35 0 41 0 54 0 70 0 80 0 101 0 112 0 153 0 113 0 117 0 74 0 76 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 448 0 0 32 0 0 0 0
Hourly Totals
115 156 203 245 306 358 400 391 330 332 291 227
719 910 1112 1309 1455 1479 1453 1344 1180
Total 1600 76 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Illinois St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.00 0
437 0.94 377
0
0
0
436
2
4 1 6
0
0.63
0.0
440
5.0
0.89 379
6.1
0.0
0.0
6.1
5.0
0.0
0.0
4
0.0
0
0
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 1 2 3 0 0 1 0
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
6.3
20.0
0
6
NA
5.0
0.0 0.0 25.0
5
0
0
0.0
0.0 0.0 0.0 0
0.93
375
QC JOB #: 12793017 DATE: Wed, Oct 08 2014
N Illinois St (Northbound) Thru Right 0 0 0 1 0 2 0 0 0 1 0 1 0 0 0 2
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 4 0 0 0 4 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
N Illinois St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 103 1 88 2 91 2 103 0 81 0 95 2 100 0 99 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 380 8 0 20 0 0 0 0
Left 0 3 1 2 0 2 0 2
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 108 0 83 0 110 0 81 0 97 0 122 0 117 0 100 0
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 488 0 0 32 0 0 0 0
Hourly Totals
212 178 208 189 179 222 218 203
787 754 798 808 822
Total 888 52 4 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Illinois St -- Wilson Blvd CITY/STATE: Arlington, VA 0
0
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.00 0
1037 0.95 569
0
0
0
1035
7
8 2 15
0
0.80
0.0
1043
1.6
0.97 575
2.1
0.0
0.0
2.1
1.6
0.0
0.0
13
0.0
0
1
0
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 2 0 0 2 0 2 0 0 0 1 0 0
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.1
0.0
0
7
NA
1.6
0.0 0.0 0.0
15
0
0
0.0
0.0 0.0 0.0 0
0.98
562
QC JOB #: 12793018 DATE: Wed, Oct 08 2014
N Illinois St (Northbound) Thru Right 0 1 0 2 0 1 0 1 0 3 0 3 0 5 0 1 0 4 0 2 0 2 0 2
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 20 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
N Illinois St (Southbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 0 0 0 0 0 0 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 115 5 125 1 119 0 144 2 141 0 137 1 149 2 120 2 156 2 129 2 139 0 143 4
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 596 8 0 12 0 0 0 0
Left 3 2 3 1 4 3 1 3 1 7 3 2
Wilson Blvd (Westbound) Thru Right 174 0 173 0 202 0 233 0 254 0 261 0 258 0 267 0 249 0 178 0 186 0 167 0
Total U 0 1 0 0 0 0 0 0 0 1 0 0
Westbound Left Thru Right U 4 1032 0 0 0 12 0 0 0 0 0
Hourly Totals
300 304 325 383 402 407 415 393 412 320 330 318
1312 1414 1517 1607 1617 1627 1540 1455 1380
Total 1660 24 0 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Harrison St -- Wilson Blvd CITY/STATE: Arlington, VA 84
101
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.80 46
469 0.89 992
0
38
68
422
2
4 2 7
0
0.82
1.2
459
5.5
0.82 975
4.1
2.9
0.0
4.2
5.9
0.0
0.0
15
0.0
0
0
0
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 3 3 0 0 0 1 0 2 2 0
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.0
0.0
0
18
NA
5.4
0.0 0.0 0.0
17
20
3
2.0
2.2 0.0 0.0 33
0.93
922
QC JOB #: 12793019 DATE: Wed, Oct 08 2014
N Harrison St (Northbound) Thru Right 0 1 0 0 0 2 0 4 0 4 0 6 0 3 0 3 0 3 0 1 0 1 0 1
NA
NA
U 1 0 0 0 0 1 0 0 0 0 0 1
Northbound Thru Right U 0 12 0 0 0 20 0 0
Left 8 8 5 10 7 12 9 11 6 8 8 2
Left 44 0 0
N Harrison St (Southbound) Thru Right 0 1 0 4 0 6 0 11 0 11 0 15 0 10 0 11 0 10 0 8 0 8 0 9
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 44 0 0 0 20 0 0
Left 3 7 5 8 17 25 16 18 9 6 16 2
Left 72 4 0
Wilson Blvd (Eastbound) Thru Right 69 0 108 1 126 0 169 2 186 1 237 0 263 0 224 2 198 0 206 0 198 1 144 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 896 8 0 28 0 0 0 0
Left 0 0 1 0 2 2 0 1 1 0 4 2
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 34 0 39 2 45 1 54 9 73 15 81 11 100 5 138 10 103 7 118 4 65 7 68 7
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 552 40 0 32 0 0 0 0
Hourly Totals
117 169 194 270 316 390 406 419 337 353 310 236
750 949 1170 1382 1531 1552 1515 1419 1236
Total 1676 64 40 0
Comments: Offset Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Harrison St -- Wilson Blvd CITY/STATE: Arlington, VA 51
54
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 1:00 PM -- 1:15 PM
0.88 33
443 0.96 379
0
18
25
405
3
4 5 7
0
0.75
0.0
438
4.1
0.92 372
4.0
0.0
3.4
4.3
4.4
0.0
0.0
3
0.0
0
0
0
0
0
Left 8 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 1 2 0 1 2 2 0
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.0
0.0
0
5
NA
4.3
0.0 0.0 0.0
8
5
0
1.9
0.0 0.0 0.0 29
0.93
351
QC JOB #: 12793020 DATE: Wed, Oct 08 2014
N Harrison St (Northbound) Thru Right 0 1 0 2 0 0 0 3 0 0 0 1 0 0 0 2
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 4 0 0
Left 2 9 6 6 4 6 1 7
Left 4 0 0
N Harrison St (Southbound) Thru Right 0 8 0 6 0 8 0 6 0 8 0 9 0 10 0 6
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 40 0 0 0 0 0 0
Left 9 7 2 5 4 6 5 10
Left 20 0 0
Wilson Blvd (Eastbound) Thru Right 85 1 84 3 89 1 93 1 77 0 87 2 97 1 90 0
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 388 4 0 16 0 0 0 0
Left 1 1 1 1 2 0 2 0
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 100 6 83 4 101 11 78 10 90 4 111 7 109 8 95 10
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 436 32 0 12 4 0 0 0
Hourly Totals
213 200 221 203 190 231 235 220
837 814 845 859 876
Total 940 32 4 0
Comments: Offset Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Harrison St -- Wilson Blvd CITY/STATE: Arlington, VA 97
82
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.71 70
1041 0.91 574
0
27
35
968
10
8 3 18
0
0.94
3.1
1023
1.8
0.98 562
2.1
0.0
2.1
2.3
1.8
0.0
0.0
6
0.0
0
0
0
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 1 1 1 1 1 0 1 0 2 1 1 1
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.3
0.0
0
11
NA
1.8
0.0 0.0 0.0
9
20
8
1.2
2.9 0.0 3.7 47
0.97
529
QC JOB #: 12793021 DATE: Wed, Oct 08 2014
N Harrison St (Northbound) Thru Right 0 2 0 0 0 1 0 4 0 0 0 2 0 0 0 2 0 2 0 3 0 2 0 3
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 8 0 0
Left 12 4 4 7 8 5 6 10 6 8 8 8
Left 24 0 0
N Harrison St (Southbound) Thru Right 0 14 0 16 0 20 0 17 0 10 0 13 0 15 0 25 0 17 0 13 0 12 0 19
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 60 0 0 0 8 0 0
Left 3 13 11 10 10 11 9 8 7 7 12 10
Left 36 0 0
Wilson Blvd (Eastbound) Thru Right 100 1 133 0 105 0 128 1 136 1 118 0 147 6 112 2 152 2 120 4 119 1 148 1
U 0 0 0 0 0 0 0 0 0 1 0 0
Eastbound Thru Right U 588 24 0 12 0 8 0 0
Left 2 3 0 2 1 2 2 3 1 3 6 1
Left 8 0 0
Wilson Blvd (Westbound) Thru Right 163 15 167 12 186 8 211 14 244 9 248 10 244 9 247 15 229 13 173 15 182 10 156 15
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 976 36 0 20 0 0 0 0
Hourly Totals
313 349 336 395 420 409 439 424 431 348 353 362
1393 1500 1560 1663 1692 1703 1642 1556 1494
Total 1756 32 24 0
Comments: Offset Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Greenbrier St -- Wilson Blvd CITY/STATE: Arlington, VA 6
3
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.56 3
460 0.88 975
0
3
0
452
2
1 5 3
0
0.50
0.0
456
6.1
0.84 978
3.8
0.0
0.0
3.8
6.2
0.0
0.0
2
0.0
0
0
0
0
0 0
N Greenbrier St (Northbound) Left Thru Right U 3 0 2 0 0 1 0 0 0 0 1 0 1 1 5 0 1 0 3 0 1 0 0 0 1 0 1 0 2 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 4 0 1 0
0
0
0
NA
NA
Left 4 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
1
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
3.8
0.0
0
20
NA
6.1
0.0 0.0 0.0
7
20
2
0.0
0.0 0.0 0.0 3
0.94
973
QC JOB #: 12793022 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 4 0 0 0 0 0 0
NA
NA
N Greenbrier St (Southbound) Left Thru Right U 0 0 0 0 2 0 0 0 0 0 1 0 2 0 0 0 3 0 1 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 1 0 1 0 0 0 2 0 0 0 2 0 0 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 12 0 0
Left 1 0 1 0 0 0 0 0 0 0 0 1
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 79 0 116 2 141 0 181 0 193 1 259 1 278 0 232 0 204 1 220 0 206 0 145 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 1112 0 0 52 0 4 0 0
Left 0 0 0 0 0 0 0 1 0 1 1 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 32 0 39 0 45 1 62 0 87 0 97 2 105 0 139 1 111 0 117 0 73 1 78 0
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 420 0 0 28 0 0 0 0
Hourly Totals
117 160 190 252 289 361 386 377 320 339 285 231
719 891 1092 1288 1413 1444 1422 1321 1175
Total 1544 80 16 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Greenbrier St -- Wilson Blvd CITY/STATE: Arlington, VA 5
8
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.63 2
437 0.91 377
0
3
2
434
3
7 1 10
0
0.65
0.0
447
4.3
0.92 387
4.2
0.0
0.0
4.0
4.4
33.3
0.0
12
10.0
0
0
0
0
0 0
N Greenbrier St (Northbound) Left Thru Right U 0 0 2 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 2 0 1 0 4 0 0 0 2 0 0 0 4 0
0
1
0
NA
NA
Left 4 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
4.1
7.7
0
10
NA
4.3
0.0 0.0 8.3
13
2
7
0.0
0.0 0.0 0.0 6
0.95
372
QC JOB #: 12793023 DATE: Wed, Oct 08 2014
Northbound Thru Right U 0 16 0 0 0 12 0 0
NA
NA
N Greenbrier St (Southbound) Left Thru Right U 1 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 1 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 0 0 0
Left 0 0 0 0 1 0 0 1
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 88 1 92 0 95 0 104 0 79 1 94 0 99 0 100 2
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 376 0 0 24 0 12 0 0
Left 2 0 1 1 4 0 1 2
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 107 0 87 1 109 0 86 0 95 0 120 1 112 4 107 1
Total U 0 1 0 0 0 0 0 0
Westbound Thru Right U 480 4 0 28 0 0 0 0
Hourly Totals
202 183 207 193 184 221 219 218
785 767 805 817 842
Total 884 52 24 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Greenbrier St -- Wilson Blvd CITY/STATE: Arlington, VA 3
11
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.75 1
1023 0.91 559
0
2
1
1018
5
6 4 11
1
0.55
0.0
1033
1.6
0.96 560
2.1
0.0
0.0
2.2
1.6
0.0
0.0
5
0.0
0
1
1
0
0 0
N Greenbrier St (Northbound) Left Thru Right U 0 0 1 0 0 0 0 0 1 0 2 0 1 0 1 0 0 0 1 0 0 0 1 0 2 0 1 0 1 0 0 0 1 1 3 0 0 0 1 0 1 0 0 0 0 0 4 0
0
0
0
NA
NA
Left 4 0
0
0
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.1
0.0
0
8
NA
1.5
0.0 0.0 0.0
10
15
7
0.0
0.0 0.0 0.0 9
0.98
553
QC JOB #: 12793024 DATE: Wed, Oct 08 2014
Northbound Thru Right U 4 12 0 0 0 16 0 0
NA
NA
N Greenbrier St (Southbound) Left Thru Right U 1 0 2 0 0 0 0 0 2 0 1 0 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 2 0 1 0 0 0 2 0 2 0 1 0
Left 4 0 0
Southbound Thru Right U 0 0 0 0 0 24 0 0
Left 0 0 0 0 1 0 0 1 0 1 0 0
Left 0 0 0
Wilson Blvd (Eastbound) Thru Right 114 3 133 1 109 1 136 3 141 1 122 2 152 2 123 0 156 1 126 3 129 1 157 1
U 1 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 624 4 0 12 0 4 0 0
Left 0 4 1 2 0 0 0 2 4 0 4 1
Left 16 0 0
Wilson Blvd (Westbound) Thru Right 183 2 168 0 198 3 224 2 250 3 270 2 240 3 269 1 239 3 192 4 195 10 163 1
Total U 0 0 0 1 1 0 0 0 0 0 0 0
Westbound Thru Right U 956 12 0 12 0 4 0 0
Hourly Totals
307 306 318 372 400 397 400 399 409 330 342 330
1303 1396 1487 1569 1596 1605 1538 1480 1411
Total 1636 24 48 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Frederick St -- Wilson Blvd CITY/STATE: Arlington, VA 24
34
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:00 AM -- 8:15 AM
0.56 11
450 0.88 980
0
13
19
438
5
1 1 6
0
0.38
12.5
454
6.4
0.82 970
4.1
5.3
6.7
4.1
6.4
0.0
0.0
1
0.0
0
8
1
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 1 0 1 0 0 0 0 0
0
2
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.2
0.0
0
23
NA
6.4
0.0 0.0 0.0
2
20
0
5.9
9.1 0.0 15.4 15
0.95
956
QC JOB #: 12793025 DATE: Wed, Oct 08 2014
N Frederick St (Northbound) Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 4 0 0 0 28 0 0
Left 2 1 1 2 8 3 3 3 4 4 2 1
Left 12 0 0
N Frederick St (Southbound) Thru Right 0 1 0 0 0 1 0 0 0 4 0 0 0 4 0 2 0 5 0 1 0 1 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 16 0 0 4 16 0 0
Left 1 0 0 1 1 5 7 6 1 0 0 1
Wilson Blvd (Eastbound) Thru Right 78 0 123 0 131 0 185 0 196 0 259 0 268 2 226 3 203 0 223 0 214 0 147 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 28 1072 8 0 4 48 0 0 0 0 0
Left 0 1 0 0 2 0 0 1 0 0 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 30 0 37 2 46 3 57 5 85 5 96 3 96 4 140 4 106 4 115 4 76 4 78 3
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 384 16 0 24 0 8 0 0
Hourly Totals
112 164 182 250 302 366 386 385 323 347 298 232
708 898 1100 1304 1439 1460 1441 1353 1200
Total 1544 80 52 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Frederick St -- Wilson Blvd CITY/STATE: Arlington, VA 19
22
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.79 5
456 0.95 401
0
14
6
450
1
4 1 5
0
0.75
31.6
470
4.4
0.96 408
4.2
0.0
6.3
4.3
4.2
0.0
25.0
0
20.0
0
2
0
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
2
0
NA
Left 0 0 0 0 0 1 0 0
0
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
5.4
0.0
0
8
NA
4.5
0.0 0.0 0.0
1
6
0
4.5
20.0 0.0 35.7 16
0.96
394
QC JOB #: 12793026 DATE: Wed, Oct 08 2014
N Frederick St (Northbound) Thru Right 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 8 0 0
Left 0 1 3 0 3 3 5 3
Left 12 4 0
N Frederick St (Southbound) Thru Right 0 0 0 1 0 2 0 0 0 0 0 2 0 1 0 2
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 8 0 0 0 4 0 0
Left 1 0 1 0 1 5 0 0
Left 20 0 0
Wilson Blvd (Eastbound) Thru Right 92 0 98 0 100 0 105 0 88 0 101 0 102 0 103 1
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 404 0 0 28 0 0 0 0
Left 0 0 0 0 1 0 1 2
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 109 6 83 3 113 6 89 5 102 4 116 3 120 2 112 7
Total U 0 0 0 1 0 0 0 0
Westbound Thru Right U 464 12 0 24 0 0 0 0
Hourly Totals
209 187 225 201 199 231 231 230
822 812 856 862 891
Total 924 56 12 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Frederick St -- Wilson Blvd CITY/STATE: Arlington, VA 18
35
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.71 7
1025 0.90 570
0
11
6
1016
1
4 2 1
0
0.42
0.0
1049
1.8
0.96 580
2.3
0.0
0.0
2.3
1.8
0.0
0.0
2
0.0
0
1
0
0
0
Left 0 0 0
1
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 2 0 0 0 0 1
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.2
0.0
0
7
NA
1.7
0.0 0.0 0.0
4
25
0
0.0
0.0 0.0 0.0 29
0.97
563
QC JOB #: 12793027 DATE: Wed, Oct 08 2014
N Frederick St (Northbound) Thru Right 0 1 0 1 0 3 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 4 1 0
Left 2 2 1 3 3 5 1 4 1 3 3 3
Left 4 0 0
N Frederick St (Southbound) Thru Right 0 1 0 1 0 2 0 1 0 1 0 2 0 2 0 2 0 1 0 1 0 4 0 1
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 4 0 0 0 60 0 0
Left 1 2 0 0 3 4 0 0 2 1 1 1
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 120 0 139 1 122 0 147 0 139 2 125 1 150 0 123 0 165 0 131 1 136 1 165 0
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 660 0 0 12 0 0 0 0
Left 1 0 1 0 2 0 0 0 0 1 0 0
Left 0 0 0
Wilson Blvd (Westbound) Thru Right 180 8 169 7 196 8 229 6 253 12 269 7 242 5 257 13 248 4 190 3 203 12 157 9
Total U 0 1 0 1 0 0 3 1 0 0 0 0
Westbound Thru Right U 992 16 0 12 0 0 0 0
Hourly Totals
314 323 333 387 416 414 406 400 421 331 360 337
1357 1459 1550 1623 1636 1641 1558 1512 1449
Total 1684 24 64 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Emerson St -- Wilson Blvd CITY/STATE: Arlington, VA 15
17
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.59 11
455 0.91 963
1
3
12
406
38
46 37 83
4
0.83
6.7
454
5.7
0.78 967
4.6
8.3
0.0
4.5
6.4
5.3
4.3
49
4.8
0
1
2
0
0
Left 28 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 5 7 5 5 10 12 11 7 7 17 8 5
2
3
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.7
3.3
0
17
NA
6.2
0.0 0.0 6.1
90
9
6
5.9
0.0 0.0 33.3 2
0.93
913
QC JOB #: 12793028 DATE: Wed, Oct 08 2014
N Emerson St (Northbound) Thru Right 0 5 0 9 0 6 0 5 0 17 0 11 0 13 2 12 2 13 1 11 0 15 0 5
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 8 48 0 0 4 4 0 0
Left 0 1 1 1 0 0 1 1 1 0 4 3
Left 4 4 0
N Emerson St (Southbound) Thru Right 0 0 0 1 0 3 0 5 0 4 0 3 0 3 1 3 0 2 0 0 1 3 0 5
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 12 0 0 0 12 2 0
Left 2 2 3 6 5 3 2 4 2 1 4 3
Left 16 0 0
Wilson Blvd (Eastbound) Thru Right 80 0 109 6 133 1 182 7 201 6 235 19 252 11 222 7 204 1 202 16 190 11 137 4
U 0 0 0 0 0 0 0 1 0 1 0 0
Eastbound Thru Right U 888 28 4 36 4 12 0 0
Left 2 7 3 4 9 13 7 16 8 6 12 3
Left 64 0 0
Wilson Blvd (Westbound) Thru Right 25 0 32 1 42 0 54 1 78 3 85 0 86 2 134 0 101 0 104 2 69 2 70 1
Total U 0 1 0 0 0 0 2 0 0 0 0 0
Westbound Thru Right U 536 0 0 40 0 0 0 0
Hourly Totals
119 176 197 270 333 381 390 410 341 361 319 236
762 976 1181 1374 1514 1522 1502 1431 1257
Total 1640 88 28 2
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Emerson St -- Wilson Blvd CITY/STATE: Arlington, VA 32
16
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.80 26
472 0.95 406
2
4
8
421
12
32 25 45
1
0.71
0.0
460
3.8
0.94 425
5.7
0.0
0.0
5.7
4.0
8.3
0.0
34
2.2
0
0
1
0
0
Left 32 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 8 6 7 8 4 8 3 10
1
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
6.1
8.3
0
17
NA
3.7
4.0 0.0 11.8
60
7
6
0.0
0.0 0.0 0.0 7
0.95
386
QC JOB #: 12793029 DATE: Wed, Oct 08 2014
N Emerson St (Northbound) Thru Right 1 5 1 6 0 4 0 2 0 5 1 12 0 12 0 5
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 48 0 0 4 8 0 0
Left 3 2 1 0 2 2 0 0
Left 8 0 0
N Emerson St (Southbound) Thru Right 0 3 1 2 1 5 0 2 0 4 1 7 0 7 1 8
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 28 0 0 0 12 0 0
Left 0 4 5 1 0 2 3 3
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 91 2 89 4 102 1 99 6 87 4 101 1 97 4 101 3
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 404 4 0 40 0 12 0 0
Left 9 4 11 11 8 9 7 7
Left 36 0 0
Wilson Blvd (Westbound) Thru Right 104 1 79 0 108 0 84 1 99 2 106 1 113 2 103 2
Total U 1 2 0 0 0 1 0 0
Westbound Thru Right U 424 4 4 20 0 0 0 0
Hourly Totals
228 200 245 214 215 252 248 243
887 874 926 929 958
Total 1008 64 32 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Emerson St -- Wilson Blvd CITY/STATE: Arlington, VA 59
33
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6:00 PM -- 6:15 PM
0.94 47
1055 0.88 584
2
10
25
952
34
41 56 76
1
0.75
0.0
999
1.7
0.98 574
1.9
0.0
0.0
2.1
1.9
0.0
0.0
39
0.0
0
3
1
0
0
Left 68 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 4 12 7 8 6 16 10 13 17 8 7 6
0
2
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
1.9
0.0
0
9
NA
1.8
0.0 0.0 0.0
96
7
12
0.0
0.0 0.0 0.0 6
0.96
525
QC JOB #: 12793030 DATE: Wed, Oct 08 2014
N Emerson St (Northbound) Thru Right 3 9 2 7 0 5 1 5 1 9 0 9 0 6 0 10 1 14 2 10 1 6 0 7
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 4 56 0 0 0 16 0 0
Left 2 4 1 2 1 2 3 1 3 1 2 3
Left 12 0 0
N Emerson St (Southbound) Thru Right 1 6 1 8 3 9 0 13 2 8 0 10 1 11 1 15 0 11 3 13 1 12 1 8
U 0 0 0 0 0 0 0 0 1 0 0 0
Southbound Thru Right U 0 44 4 0 0 12 0 0
Left 2 10 3 4 11 6 4 6 9 9 6 4
Left 36 0 0
Wilson Blvd (Eastbound) Thru Right 109 8 124 3 112 8 136 10 124 11 117 8 144 7 112 6 152 13 122 3 124 6 150 10
U 0 0 0 0 0 0 0 0 0 0 0 1
Eastbound Thru Right U 608 52 0 16 0 20 0 0
Left 7 7 17 12 11 8 16 9 7 10 12 9
Left 28 0 0
Wilson Blvd (Westbound) Thru Right 180 3 164 1 192 4 220 2 251 2 248 2 234 3 247 0 223 1 176 2 194 2 150 1
Total U 0 0 0 0 0 0 1 0 0 0 0 0
Westbound Thru Right U 892 4 0 8 0 0 0 0
Hourly Totals
334 343 361 413 437 426 440 420 452 359 373 350
1451 1554 1637 1716 1723 1738 1671 1604 1534
Total 1808 24 48 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Edison St -- Wilson Blvd CITY/STATE: Arlington, VA 141
83
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.71 44
448 0.96 1022
1
96
16
404
5
6 0 12
0
0.58
8.5
477
6.9
0.84 1098
4.2
6.3
13.4
4.2
6.7
0.0
0.0
1
0.0
1
0
1
0
0
Left 0 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 0 0 0 0 0 0 0 0 1 0 0
0
2
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
4.6
0.0
0
19
NA
7.5
0.0 0.0 0.0
1
24
0
12.0
9.1 0.0 8.3 67
0.91
1001
QC JOB #: 12793031 DATE: Wed, Oct 08 2014
N Edison St (Northbound) Thru Right 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 2 0 1
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 0 0 0 0 16 0 0
Left 7 3 3 10 15 18 33 40 5 17 10 10
Left 160 8 0
N Edison St (Southbound) Thru Right 0 1 0 3 0 1 0 1 0 5 0 11 0 11 0 11 1 11 0 1 0 6 0 7
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 44 0 0 0 28 0 1
Left 0 1 1 1 5 4 8 3 1 2 4 1
Wilson Blvd (Eastbound) Thru Right 85 0 119 3 144 1 191 0 204 3 258 0 255 3 252 1 236 1 209 3 214 1 149 0
U 0 0 0 1 0 0 0 0 0 0 0 0
Eastbound Left Thru Right U 12 1008 4 0 0 44 0 0 0 0 0
Left 0 0 0 2 1 3 1 1 1 1 2 3
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 34 3 39 2 44 2 65 6 91 9 91 14 83 38 129 13 101 2 108 2 82 7 72 1
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 516 52 0 36 0 0 0 0
Hourly Totals
131 170 198 277 333 399 432 450 360 346 328 244
776 978 1207 1441 1614 1641 1588 1484 1278
Total 1800 88 44 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Edison St -- Wilson Blvd CITY/STATE: Arlington, VA 117
91
Peak-Hour: 12:30 PM -- 1:30 PM Peak 15-Min: 12:45 PM -- 1:00 PM
0.55 36
475 0.93 443
3
78
22
436
4
4 3 11
0
0.63
12.8
509
4.6
0.93 507
5.9
0.0
18.8
6.0
4.6
25.0
0.0
12
9.1
0
0
2
0
0
Left 12 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 0 1 0 0 0 3 0 0
0
1
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
7.5
0.0
0
9
NA
6.5
0.0 0.0 0.0
15
10
6
14.3
5.6 0.0 16.7 69
0.93
417
QC JOB #: 12793032 DATE: Wed, Oct 08 2014
N Edison St (Northbound) Thru Right 0 2 0 6 0 1 0 2 0 3 0 3 0 3 0 3
NA
NA
U 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 12 0 0 0 12 0 0
Left 8 9 18 10 12 22 34 10
Left 88 8 0
N Edison St (Southbound) Thru Right 1 3 1 5 0 7 1 7 1 7 0 4 1 19 1 6
U 0 0 0 0 0 0 0 0
Southbound Thru Right U 0 16 0 0 0 16 0 0
Left 3 3 3 2 10 9 2 1
Left 36 0 0
Wilson Blvd (Eastbound) Thru Right 94 0 96 0 101 2 100 0 87 0 109 1 114 1 107 2
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 436 4 0 40 0 0 0 0
Left 2 1 1 2 1 1 0 2
Left 4 0 0
Wilson Blvd (Westbound) Thru Right 118 3 90 6 123 10 97 19 113 17 109 31 105 11 109 10
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 436 124 0 12 20 0 0 0
Hourly Totals
234 218 266 240 251 292 290 251
958 975 1049 1073 1084
Total 1168 80 28 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N Edison St -- Wilson Blvd CITY/STATE: Arlington, VA 151
62
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:30 PM -- 5:45 PM
0.90 61
1048 0.91 565
1
89
13
978
8
11 9 19
2
0.88
1.3
1036
1.7
0.98 645
2.3
0.0
2.1
2.4
1.7
0.0
0.0
11
0.0
0
0
1
0
0
Left 4 0 0
0
0
NA
NA
NA
Peak 15-Min Flowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses
0
0
0
NA
Left 2 2 0 2 1 0 1 6 2 2 2 0
0
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.2
0.0
0
37
NA
1.7
0.0 0.0 0.0
22
30
13
1.6
1.6 0.0 1.1 47
0.96
544
QC JOB #: 12793033 DATE: Wed, Oct 08 2014
N Edison St (Northbound) Thru Right 0 2 0 4 0 4 0 1 0 2 0 2 0 4 0 1 2 4 2 2 3 2 0 2
NA
NA
U 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Thru Right U 0 16 0 0 0 64 0 0
Left 16 19 20 17 27 18 26 22 23 20 13 16
Left 104 0 0
N Edison St (Southbound) Thru Right 1 9 0 9 2 11 0 15 0 17 0 11 1 17 0 19 0 14 0 8 0 13 0 5
U 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Thru Right U 4 68 0 0 0 44 0 0
Left 4 6 2 1 2 4 2 1 6 6 3 4
Left 8 0 0
Wilson Blvd (Eastbound) Thru Right 110 2 131 2 118 1 146 0 126 2 127 4 145 2 118 2 154 0 128 0 127 0 154 0
U 0 0 0 1 0 0 0 0 0 0 0 0
Eastbound Thru Right U 580 8 0 12 0 8 0 0
Left 1 4 1 2 1 0 3 4 3 0 0 5
Wilson Blvd (Westbound) Thru Right 184 2 174 4 207 8 218 12 253 7 253 15 252 7 240 15 233 10 198 3 208 6 174 16
Total U 0 0 0 0 0 0 0 0 1 1 0 1
Westbound Left Thru Right U 12 1008 28 0 0 12 0 0 0 0 0
Hourly Totals
333 355 374 415 438 434 460 428 452 370 377 377
1477 1582 1661 1747 1760 1774 1710 1627 1576
Total 1840 24 116 0
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N George Mason Dr -- Wilson Blvd CITY/STATE: Arlington, VA 661
1216
Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:15 AM -- 8:30 AM
0.89 49 529 83
494
222
0.91
798
1174
154
2.7
282 17
345
7.3
0.93 951
4.3
5.4
2.2
4.1
7.8
3.9
5.9
165 947 71 702
0.85
3.0
0
13
0
0
0
8
0
0
0 0
NA
8
0
NA
NA
NA
NA
15-Min Count Period Beginning At 6:30 AM 6:45 AM 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM 8:30 AM 8:45 AM 9:00 AM 9:15 AM
3.7
3.0
0
11
NA
7.0
6.1 2.4 2.8
1183
37
6
3.0
8.2 2.6 0.0 46
0.93
QC JOB #: 12793034 DATE: Wed, Oct 15 2014
N George Mason Dr (Northbound) Left Thru Right U 8 71 7 0 24 119 6 0 18 143 14 1 32 163 10 0 37 178 16 0 43 214 11 0 50 276 19 1 41 269 24 1 29 188 17 0 37 214 16 0 27 178 13 0 27 163 9 0
Peak 15-Min Northbound Flowrates Left Thru Right U All Vehicles 164 1076 96 4 Heavy Trucks 4 20 4 Pedestrians 12 Bicycles 0 1 0 Railroad Stopped Buses
NA
NA
N George Mason Dr (Southbound) Left Thru Right U 10 39 2 0 11 64 4 0 9 83 9 0 13 100 2 0 12 150 15 0 23 116 15 0 19 125 14 0 20 163 9 1 20 125 11 0 22 137 18 0 19 121 19 0 22 100 17 0
Left 80 0 0
Southbound Thru Right U 652 36 4 12 4 48 0 0
Left 15 24 20 37 36 66 47 62 47 46 30 26
Left 248 24 0
Wilson Blvd (Eastbound) Thru Right 53 19 88 18 116 31 98 41 145 37 220 36 182 39 191 36 205 43 154 32 134 41 99 21
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 764 144 0 36 12 12 2 0
Left 3 1 1 5 8 5 1 4 7 6 6 2
Left 16 0 0
Wilson Blvd (Westbound) Thru Right 18 3 23 6 39 14 49 5 51 17 71 10 69 11 71 9 71 16 72 11 36 9 52 9
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 284 36 0 24 4 16 0 0
Hourly Totals
248 388 498 555 702 830 853 901 779 765 633 547
1689 2143 2585 2940 3286 3363 3298 3078 2724
Total 3604 144 88 3
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N George Mason Dr -- Wilson Blvd CITY/STATE: Arlington, VA 575
687
Peak-Hour: 12:15 PM -- 1:15 PM Peak 15-Min: 12:15 PM -- 12:30 PM
0.87 76 442 57
490 0.87 480
111
285
110
3.8
33
374
5.1
0.83 338
5.8
6.3
0.90
4.9
7.3
12.1
4.4
0
1
0
0 1
0
0 0
0
0
NA
NA
NA
NA
N George Mason Dr (Northbound) Left Thru Right U 32 96 8 0 28 110 10 1 37 106 2 0 31 111 7 0 38 137 3 0 33 148 6 0 27 122 8 1 20 94 6 0
Peak 15-Min Flowrates Left All Vehicles 124 Heavy Trucks 8 Pedestrians Bicycles 0 Railroad Stopped Buses
2
0
NA
15-Min Count Period Beginning At 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 1:00 PM 1:15 PM
5.6
4.3
0
2
NA
5.9
6.2 3.9 4.2
672
10
1
7.1
5.0
130 518 24 586
4.5
3.9 3.2 8.8 56
0.95
259
QC JOB #: 12793035 DATE: Wed, Oct 15 2014
Northbound Thru Right U 444 28 0 4 0 8 0 0
NA
NA
N George Mason Dr (Southbound) Left Thru Right U 5 101 13 0 10 111 12 0 20 101 19 0 14 128 23 1 14 92 18 1 13 104 16 0 14 118 19 0 18 105 9 0
Left 56 12 0
Southbound Thru Right U 512 92 4 20 4 28 2 0
Left 24 18 25 26 23 29 33 31
Left 104 8 0
Wilson Blvd (Eastbound) Thru Right 66 26 50 23 71 25 57 38 63 15 68 22 71 35 65 26
U 0 0 0 0 0 0 0 0
Eastbound Thru Right U 228 152 0 12 4 4 0 0
Left 8 0 12 12 7 4 10 8
Left 48 0 0
Wilson Blvd (Westbound) Thru Right 69 7 58 12 83 7 85 18 63 14 67 12 70 12 51 13
Total U 0 0 0 0 0 0 0 0
Westbound Thru Right U 340 72 0 8 0 0 1 0
Hourly Totals
455 443 508 551 488 522 540 446
1957 1990 2069 2101 1996
Total 2204 80 40 3
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of peak hour being reported: Intersection Peak
Method for determining peak hour: Total Entering Volume
LOCATION: N George Mason Dr -- Wilson Blvd CITY/STATE: Arlington, VA 979
831
Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 5:45 PM -- 6:00 PM
0.95 110 793 76
1019 0.88 645
92
697
206
1.0
65
868
1.2
0.95 455
1.2
0.0
1.9
2.0
1.3
0.5
3.1
213 632 33 1065
0.93
1.1
0
10
0
0 4
0
0 0
0
0
NA
NA
NA
NA
N George Mason Dr (Northbound) Left Thru Right U 29 122 5 1 50 138 9 1 33 130 8 0 44 107 9 0 51 144 6 0 46 145 9 0 50 151 5 1 59 174 7 0 57 162 12 0 54 162 1 0 36 157 3 1 37 119 7 1
Peak 15-Min Flowrates Left All Vehicles 236 Heavy Trucks 8 Pedestrians Bicycles 0 Railroad Stopped Buses
1
0
NA
15-Min Count Period Beginning At 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 5:30 PM 5:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM
2.0
1.8
0
22
NA
1.5
1.4 1.9 3.0
878
23
13
1.7
0.0 1.1 1.3 106
0.97
347
QC JOB #: 12793036 DATE: Wed, Oct 15 2014
Northbound Thru Right U 696 28 0 20 4 36 0 0
NA
NA
N George Mason Dr (Southbound) Left Thru Right U 15 183 24 0 17 222 13 0 12 197 17 0 20 166 18 1 9 217 24 0 17 199 28 1 22 225 19 0 27 194 29 0 9 175 34 0 16 216 12 1 13 167 13 0 20 159 13 1
Left 108 0 0
Southbound Thru Right U 776 116 0 4 0 32 0 0
Left 22 26 14 21 27 25 26 21 20 17 21 24
Left 84 0 0
Wilson Blvd (Eastbound) Thru Right 65 39 54 44 69 40 77 57 83 41 84 41 102 55 82 55 79 55 78 29 77 49 76 38
U 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Thru Right U 328 220 0 8 4 24 0 0
Left 12 11 14 9 15 10 15 15 25 10 8 5
Left 60 4 0
Wilson Blvd (Westbound) Thru Right 99 11 131 21 133 8 149 13 158 22 191 25 157 21 176 29 173 31 146 21 123 19 98 13
Total U 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Thru Right U 704 116 0 12 4 16 1 0
Hourly Totals
627 737 675 691 797 821 849 868 832 763 687 611
2730 2900 2984 3158 3335 3370 3312 3150 2893
Total 3472 68 108 1
Comments: Report generated on 10/22/2014 11:28 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 0 0 0 3 6 23 25 17 12 7 14 11 13 14 22 23 19 2 6 3 0 1 221 3.4%
0 0 0 0 1 1 0 0 2 9 3 3 1 2 0 4 0 2 2 0 0 0 1 0 31 0.5%
1 1 6 3 0 4 3 6 0 2 6 1 0 0 1 1 1 0 5 10 3 12 26 19 2 27 118 65 11 80 300 158 16 106 323 198 4 54 177 155 7 79 192 55 9 77 125 47 15 106 125 49 3 97 165 49 13 120 179 48 8 99 166 46 24 135 213 96 15 103 190 126 8 87 243 159 14 89 167 93 5 35 119 69 2 38 71 38 7 26 45 22 2 4 19 14 170 1381 2984 1527 2.6% 21.0% 45.4% 23.2%
1 0 0 0 0 5 16 35 26 26 8 13 8 5 6 2 10 19 36 10 7 3 4 3 243 3.7%
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 0 1 2 4 2 2 0 0 0 1 1 0 0 2 0 0 0 0 1 17 0.3%
0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
12 13 10 2 17 69 235 609 700 444 359 282 318 332 380 340 500 478 556 376 241 155 105 44 6577
31-40 32-41 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 26-35 26-35 26-35 26-35 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 26-35 31-40 31-40
9 8 8 2 15 44 183 458 521 332 271 202 231 262 299 265 348 316 401 260 188 108 71 32 4510
ADT 6577
AM Peak Volume PM Peak Volume Comments:
8:00 AM 9:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 10:00 AM
25
9
16
106
323
198
35
4
1
5:00 PM 3:00 PM 4:00 PM 4:00 PM 6:00 PM 6:00 PM 6:00 PM 6:00 PM 7:00 PM
23
4
24
Report generated on 10/22/2014 11:27 AM
135
243
159
36
2
1
8:00 AM
700 6:00 PM
556
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 1 0 0 1 5 8 19 16 7 6 7 9 9 12 22 28 14 17 10 4 4 2 0 201 3.1%
0 1 2 0 0 0 0 1 2 1 1 1 0 0 0 0 2 2 0 1 0 1 2 1 18 0.3%
1 2 9 3 0 1 5 2 0 0 3 0 1 1 0 8 0 4 12 4 3 16 36 24 1 26 80 79 8 114 269 147 18 80 274 217 10 50 207 148 9 49 156 119 2 53 118 126 10 71 169 90 14 98 164 54 17 105 153 49 17 108 150 52 15 92 185 108 18 102 233 160 11 85 189 144 8 66 162 101 5 34 89 68 3 32 73 50 2 23 41 35 1 7 23 10 174 1219 2800 1798 2.7% 18.6% 42.7% 27.4%
0 2 1 0 1 1 19 22 40 22 14 23 12 9 11 5 26 25 29 20 14 10 9 3 318 4.8%
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 2 0 1 2 4 2 1 0 3 1 0 1 1 2 4 1 2 0 1 29 0.4%
0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
15 12 7 10 22 87 213 581 650 450 356 331 361 351 348 354 457 555 477 372 215 175 115 46 6560
31-40 31-40 26-35 31-40 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40
12 7 3 8 16 59 159 415 490 355 275 243 259 262 258 258 293 393 332 263 157 123 76 33 4598
ADT 6560
AM Peak Volume PM Peak Volume Comments:
7:00 AM 2:00 AM 8:00 AM 7:00 AM 8:00 AM 8:00 AM 8:00 AM 9:00 AM 8:00 AM
19
2
18
114
274
217
40
4
1
4:00 PM 4:00 PM 5:00 PM 3:00 PM 5:00 PM 5:00 PM 6:00 PM 7:00 PM 10:00 PM
28
2
18
Report generated on 10/22/2014 11:27 AM
108
233
160
29
4
1
8:00 AM
650 5:00 PM
555
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total Percent Cumulative Percent
Page 3 of 3
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
422
49
344
2600
5784
3325
561
46
6
0
0
0
0
0
3.2%
0.4%
2.6%
19.8%
44.0%
25.3%
4.3%
0.4%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
3.2%
3.6%
6.2%
26.0%
70.0%
95.3%
ADT 6568
Comments: Report generated on 10/22/2014 11:27 AM
Total 13137
Pace Speed
Number in Pace
31-40
9109
99.6% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:37 MPH Mean Speed(Average): 32 MPH Median 32 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 4 0.1%
0 0 0 0 0 4 6 26 29 20 14 8 15 12 16 17 23 25 20 2 7 2 0 1 247 3.8%
12 13 10 2 17 69 235 609 700 444 359 282 318 332 380 340 500 478 556 376 241 155 105 44 6577
ADT 6577 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
3:00 PM 1
8:00 AM 1
8:00 AM 29
8:00 AM 700
2:00 PM 1
5:00 PM 25
6:00 PM 556
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total
2 0 0 0 0 2 6 5 2 4 1 0 3 2 0 5 3 5 8 3 2 1 2 0 56 0.9%
8 11 6 8 15 64 162 449 520 349 261 256 278 267 257 256 352 443 388 315 174 151 98 38 5126 78.1%
2 1 1 1 2 13 26 57 67 62 59 49 52 51 50 46 52 66 54 38 28 16 10 6 809 12.3%
1 0 0 0 1 1 3 12 3 5 4 1 3 3 6 5 10 5 3 2 2 2 1 1 74 1.1%
1 0 0 0 2 0 4 13 16 13 18 11 10 11 16 14 8 12 4 1 4 1 2 0 161 2.5%
0 0 0 0 0 0 1 1 4 1 0 0 0 2 0 1 0 0 0 1 0 0 0 0 11 0.2%
0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 1 0 0 0 0 0 0 0 5 0.1%
0 0 0 1 0 2 3 14 12 6 5 6 1 5 0 4 3 7 1 2 1 0 0 0 73 1.1%
1 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 7 0.1%
0 0 0 0 0 0 0 0 2 1 2 0 1 0 3 1 0 1 0 0 0 0 0 0 11 0.2%
0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 0.0%
0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 3 0.0%
0 0 0 0 1 5 8 29 21 9 5 8 11 9 12 21 28 16 18 10 4 4 2 0 221 3.4%
15 12 7 10 22 87 213 581 650 450 356 331 361 351 348 354 457 555 477 372 215 175 115 46 6560
6:00 AM 6
8:00 AM 520
8:00 AM 67
7:00 AM 12
10:00 AM 18
8:00 AM 4
10:00 AM 1
7:00 AM 14
12:00 AM 1
8:00 AM 2
8:00 AM 1
8:00 AM 1
7:00 AM 29
8:00 AM 650
6:00 PM 8
5:00 PM 443
5:00 PM 66
4:00 PM 10
2:00 PM 16
1:00 PM 2
12:00 PM 1
5:00 PM 7
12:00 PM 1
2:00 PM 3
2:00 PM 1
1:00 PM 1
4:00 PM 28
5:00 PM 555
ADT 6560 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle 4 Axle 6 Axle Buses Long 6 Tire Single Single Double Double Double Start Time cycles Trailer
Type of report: Tube Count - Vehicle Classification Data
Grand Total Percent
113 0.9%
10316
1590
78.5%
12.1%
140 1.1%
293 2.2%
26 0.2%
7 0.1%
133 1.0%
13
21
0.1%
0.2%
Page 3 of 3
6 Axle Not Multi Multi Classified Total
9
1
7
0.1%
0.0%
0.1%
468
13137
3.6%
ADT 6568
Comments: Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Volume Data
Page 1 of 1
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA
Mon Start Time
Tue
Wed
Thu
08-Oct-14 09-Oct-14
12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments: Report generated on 10/22/2014 11:27 AM
12 13 10 2 17 69 235 609 700 444 359 282 318 332 380 340 500 478 556 376 241 155 105 44 6577
15 12 7 10 22 87 213 581 650 450 356 331 361 351 348 354 457 555 477 372 215 175 115 46 6560
100.0%
99.8%
100.0% 8:00 AM 700 6:00 PM 556
99.8% 8:00 AM 650 5:00 PM 555
QC JOB #: 12793037 DIRECTION: EB DATE: Oct 08 2014 - Oct 09 2014
Fri
Average Weekday Hourly Traffic 14 13 9 6 20 78 224 595 675 447 358 307 340 342 364 347 479 517 517 374 228 165 110 45 6574
100.0% 8:00 AM 675 5:00 PM 517
Sat
Sun
Average Week Hourly Traffic
Average Week Profile
14 13 9 6 20 78 224 595 675 447 358 307 340 342 364 347 479 517 517 374 228 165 110 45 6574
8:00 AM 675 5:00 PM 517
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
2 0 0 0 2 4 8 30 35 24 31 31 49 51 51 93 118 129 53 6 10 16 1 4 748 5.7%
0 1 6 18 7 0 1 6 7 9 0 0 2 7 1 0 0 1 2 4 1 2 1 9 13 1 7 25 45 24 3 11 60 177 83 4 34 152 423 235 6 54 224 479 288 15 33 117 309 200 33 74 157 253 75 37 72 171 206 69 37 91 203 204 68 56 82 182 249 70 54 90 219 257 72 70 113 225 250 72 64 129 284 362 138 92 123 294 368 178 45 104 254 474 250 13 61 231 332 149 2 29 108 224 114 14 30 103 129 51 13 24 67 81 32 1 5 18 54 22 561 1170 3110 4919 2224 4.3% 8.9% 23.7% 37.5% 17.0%
1 0 2 0 2 8 23 53 41 36 9 16 10 5 8 3 15 23 42 20 12 9 7 5 350 2.7%
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 1 1 3 4 2 2 0 0 0 2 1 1 0 3 0 0 0 3 1 25 0.2%
0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 1 4 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
35 23 13 7 30 115 366 934 1131 736 635 603 662 695 753 827 1111 1207 1225 813 499 352 228 111 13111
31-40 31-40 26-35 31-40 31-40 26-35 31-40 31-40 31-40 31-40 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 27-36 26-35 31-40 26-35 26-35 31-40 26-35
24 16 9 6 22 70 260 658 766 509 410 377 406 430 475 475 646 661 727 563 337 232 147 76 8028
ADT 13111
AM Peak Volume PM Peak Volume Comments:
8:00 AM 11:00 AM 10:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 10:00 AM
35
37
74
224
479
288
53
4
1
5:00 PM 5:00 PM 4:00 PM 5:00 PM 6:00 PM 6:00 PM 6:00 PM 6:00 PM 7:00 PM
129
92
129
Report generated on 10/22/2014 11:27 AM
294
474
250
42
3
1
8:00 AM
1131 6:00 PM
1225
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 1 1 0 2 5 12 28 33 13 11 9 24 49 56 110 48 58 43 12 5 7 2 1 530 4.0%
0 1 2 0 0 1 5 6 10 7 5 10 29 47 57 74 19 41 33 4 0 3 3 1 358 2.7%
2 12 21 8 1 4 9 5 0 1 6 0 2 3 5 8 1 7 15 10 5 27 54 28 8 54 122 109 38 184 395 221 52 171 413 302 34 143 313 195 29 141 277 166 28 160 280 171 63 189 272 112 107 214 229 72 100 215 240 66 136 232 235 62 69 315 432 183 95 314 493 253 65 255 397 216 34 204 317 162 18 118 181 105 16 94 158 86 12 58 96 63 11 35 51 32 926 3150 5011 2635 7.1% 24.0% 38.2% 20.1%
1 4 2 0 3 5 25 42 61 25 21 32 13 12 17 6 32 37 35 26 18 14 12 8 451 3.4%
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 1 0 0 2 0 5 3 4 6 1 1 3 1 0 3 2 2 4 2 2 0 1 43 0.3%
0 0 0 0 1 1 1 0 1 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 7 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%
Total
Pace Speed
Number in Pace
44 25 13 18 39 128 336 919 1046 735 656 691 703 733 752 855 1102 1293 1046 763 447 380 247 140 13111
26-35 31-40 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 31-40 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 31-40 27-36 26-35
33 14 7 13 25 81 231 616 715 508 443 451 460 442 455 467 747 806 652 521 299 252 159 85 8161
ADT 13111
AM Peak Volume PM Peak Volume Comments:
8:00 AM 8:00 AM 8:00 AM 7:00 AM 8:00 AM 8:00 AM 8:00 AM 10:00 AM 4:00 AM
33
10
52
184
413
302
61
6
1
3:00 PM 3:00 PM 3:00 PM 4:00 PM 5:00 PM 5:00 PM 5:00 PM 7:00 PM 4:00 PM
110
74
136
Report generated on 10/22/2014 11:27 AM
315
493
253
37
4
1
8:00 AM
1046 5:00 PM
1293
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total 1278 Percent 4.9% Cumulative Percent 4.9%
Page 3 of 3
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
919
2096
6260
9930
4859
801
68
11
0
0
0
0
0
3.5%
8.0%
23.9%
37.9%
18.5%
3.1%
0.3%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
8.4%
16.4%
40.2%
78.1%
96.6%
ADT 13111
Comments: Report generated on 10/22/2014 11:27 AM
Total 26222
Pace Speed 26-35
Number in Pace 16190
99.7% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:36 MPH Mean Speed(Average): 30 MPH Median 31 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 28 0 19 0 10 0 6 0 26 2 87 4 292 10 729 9 900 2 561 4 473 5 474 4 476 9 535 6 603 8 630 12 876 5 972 8 1043 6 716 4 441 7 299 4 198 0 95 109 10489 0.8% 80.0%
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 4 0.0%
2 0 0 0 0 4 6 31 39 27 23 19 33 29 37 56 66 89 43 6 12 8 0 3 533 4.1%
35 23 13 7 30 115 366 934 1131 736 635 603 662 695 753 827 1111 1207 1225 813 499 352 228 111 13111
ADT 13111 AM Peak Volume PM Peak Volume Comments:
7:00 AM 10
8:00 AM 900
8:00 AM 113
7:00 AM 17
4:00 PM 12
6:00 PM 1043
6:00 PM 112
3:00 PM 13
Report generated on 10/22/2014 11:27 AM
3:00 PM 1
8:00 AM 1
8:00 AM 39
8:00 AM 1131
2:00 PM 1
5:00 PM 89
6:00 PM 1225
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 33 1 20 0 12 0 12 0 27 2 99 6 260 6 716 3 834 8 579 3 481 1 543 5 546 6 556 7 587 12 640 7 899 10 1081 15 872 5 672 2 375 3 334 2 217 0 125 107 10520 0.8% 80.2%
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 1 1 1 0 0 2 1 1 0 0 0 0 0 0 0 0 7 0.1%
0 0 0 0 2 5 10 36 33 13 9 9 19 29 24 64 44 47 36 12 5 8 2 0 407 3.1%
44 25 13 18 39 128 336 919 1046 735 656 691 703 733 752 855 1102 1293 1046 763 447 380 247 140 13111
ADT 13111 AM Peak Volume PM Peak Volume Comments:
9:00 AM 8
8:00 AM 834
10:00 AM 108
7:00 AM 19
10:00 AM 33
8:00 AM 9
10:00 AM 1
8:00 AM 20
8:00 AM 2
10:00 AM 3
8:00 AM 1
8:00 AM 1
7:00 AM 36
8:00 AM 1046
6:00 PM 15
5:00 PM 1081
5:00 PM 115
4:00 PM 16
3:00 PM 28
1:00 PM 5
12:00 PM 1
5:00 PM 9
2:00 PM 2
2:00 PM 4
1:00 PM 1
1:00 PM 2
3:00 PM 64
5:00 PM 1293
Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle 4 Axle 6 Axle Buses Long 6 Tire Single Single Double Double Double Start Time cycles Trailer
Type of report: Tube Count - Vehicle Classification Data
Grand Total Percent
216 0.8%
21009
2873
80.1%
11.0%
287 1.1%
541 2.1%
62
11
0.2%
0.0%
205 0.8%
Page 3 of 3
6 Axle Not Multi Multi Classified Total 1 0.0%
11 0.0%
940
26222
3.6%
ADT 13111
Comments: Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Volume Data
Page 1 of 1
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA
Mon Start Time
Tue
Wed
Thu
08-Oct-14 09-Oct-14
12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments: Report generated on 10/22/2014 11:27 AM
35 23 13 7 30 115 366 934 1131 736 635 603 662 695 753 827 1111 1207 1225 813 499 352 228 111 13111
44 25 13 18 39 128 336 919 1046 735 656 691 703 733 752 855 1102 1293 1046 763 447 380 247 140 13111
99.9%
99.9%
99.9% 8:00 AM 1131 6:00 PM 1225
99.9% 8:00 AM 1046 5:00 PM 1293
QC JOB #: 12793037 DIRECTION: EB/WB DATE: Oct 08 2014 - Oct 09 2014
Fri
Average Weekday Hourly Traffic
Sat
Sun
Average Week Hourly Traffic
40 24 13 13 35 122 351 927 1089 736 646 647 683 714 753 841 1107 1250 1136 788 473 366 238 126 13118
40 24 13 13 35 122 351 927 1089 736 646 647 683 714 753 841 1107 1250 1136 788 473 366 238 126 13118
100.0% 8:00 AM 1089 5:00 PM 1250
8:00 AM 1089 5:00 PM 1250
Average Week Profile
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
2 0 0 0 2 1 2 7 10 7 19 24 35 40 38 79 96 106 34 4 4 13 1 3 527 8.1%
0 0 5 12 4 0 1 2 4 3 0 0 0 1 0 0 0 1 1 3 0 1 1 4 3 0 4 13 19 5 3 9 33 59 18 4 23 72 123 77 4 38 118 156 90 6 29 63 132 45 30 67 78 61 20 34 63 94 81 22 36 76 97 79 19 54 79 85 84 21 54 77 99 78 24 66 105 126 84 26 64 105 149 149 42 90 108 191 178 52 43 96 167 231 91 13 47 142 165 56 2 24 73 105 45 14 28 65 58 13 12 17 41 36 10 1 3 14 35 8 530 1000 1729 1935 697 8.1% 15.3% 26.5% 29.6% 10.7%
0 0 2 0 2 3 7 18 15 10 1 3 2 0 2 1 5 4 6 10 5 6 3 2 107 1.6%
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 1 0 1 0 0 0 3 0 8 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 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%
Total
Pace Speed
Number in Pace
23 10 3 5 13 46 131 325 431 292 276 321 344 363 373 487 611 729 669 437 258 197 123 67 6534
26-35 32-41 36-45 31-40 33-42 26-35 26-35 31-40 26-35 26-35 21-30 26-35 26-35 26-35 26-35 21-30 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35
17 6 2 4 6 31 92 199 274 194 145 174 176 169 177 230 298 369 398 307 178 122 77 49 3664
ADT 6534
AM Peak Volume PM Peak Volume Comments:
11:00 AM 11:00 AM 10:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 5:00 AM
24
34
67
118
156
90
18
8:00 AM
1
431
5:00 PM 5:00 PM 5:00 PM 5:00 PM 6:00 PM 6:00 PM 7:00 PM 10:00 PM 11:00 PM
106
90
108
Report generated on 10/22/2014 11:27 AM
191
231
91
10
3
1
5:00 PM
729
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 1 0 1 0 4 9 17 6 5 2 15 40 44 88 20 44 26 2 1 3 0 1 329 5.0%
0 1 10 12 5 0 1 3 4 3 0 0 1 3 0 0 1 2 5 0 0 1 3 3 6 1 2 11 18 4 5 7 28 42 30 5 30 70 126 74 8 34 91 139 85 6 24 93 106 47 4 20 92 121 47 9 26 107 162 45 29 53 118 103 22 47 93 116 65 18 57 83 110 87 17 74 119 124 85 10 17 54 223 247 75 39 77 212 260 93 33 54 170 208 72 3 26 138 155 61 0 13 84 92 37 2 13 62 85 36 1 10 35 55 28 0 10 28 28 22 340 752 1931 2211 837 5.2% 11.5% 29.5% 33.8% 12.8%
1 2 1 0 2 4 6 20 21 3 7 9 1 3 6 1 6 12 6 6 4 4 3 5 133 2.0%
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 0 0 0 0 0 4 1 0 4 0 1 0 0 0 2 1 0 0 1 0 0 0 14 0.2%
0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4 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%
Total
Pace Speed
Number in Pace
29 13 6 8 17 41 123 338 396 285 300 360 342 382 404 501 645 738 569 391 232 205 132 94 6551
26-35 28-37 26-35 26-35 35-44 26-35 31-40 31-40 26-35 26-35 26-35 26-35 26-35 21-30 26-35 21-30 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35 26-35
21 7 4 7 8 29 72 200 230 198 212 268 221 208 196 243 469 472 378 293 175 147 90 55 4142
ADT 6551
AM Peak Volume PM Peak Volume Comments:
8:00 AM 11:00 AM 8:00 AM 11:00 AM 11:00 AM 8:00 AM 8:00 AM 7:00 AM 4:00 AM
17
9
34
107
162
85
21
4
1
3:00 PM 3:00 PM 3:00 PM 4:00 PM 5:00 PM 5:00 PM 5:00 PM 4:00 PM 4:00 PM
88
74
119
Report generated on 10/22/2014 11:27 AM
223
260
93
12
2
1
8:00 AM
396 5:00 PM
738
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total Percent Cumulative Percent
Page 3 of 3
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
856
870
1752
3660
4146
1534
240
22
5
0
0
0
0
0
6.5%
6.6%
13.4%
28.0%
31.7%
11.7%
1.8%
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
6.5%
13.2%
26.6%
54.6%
86.2%
98.0%
ADT 6542
Comments: Report generated on 10/22/2014 11:27 AM
Total 13085
Pace Speed
Number in Pace
26-35
7806
99.8% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:34 MPH Mean Speed(Average): 27 MPH Median 29 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 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 0 0 0 0 0 0 5 10 7 9 11 18 17 21 39 43 64 23 4 5 6 0 2 286 4.4%
23 10 3 5 13 46 131 325 431 292 276 321 344 363 373 487 611 729 669 437 258 197 123 67 6534
ADT 6534 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
4:00 PM 1
10:00 AM 1
11:00 AM 11
8:00 AM 431
4:00 PM 1
5:00 PM 64
5:00 PM 729
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle Buses Long 6 Tire Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
3 Axle Single
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 0 0 0 4 0.1%
0 0 0 0 1 0 2 7 12 4 4 1 8 20 12 43 16 31 18 2 1 4 0 0 186 2.8%
29 13 6 8 17 41 123 338 396 285 300 360 342 382 404 501 645 738 569 391 232 205 132 94 6551
ADT 6551 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
1:00 PM 1
9:00 AM 1
8:00 AM 12
8:00 AM 396
1:00 PM 1
3:00 PM 43
5:00 PM 738
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Vehicle Classification Data LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle 4 Axle 6 Axle Buses Long 6 Tire Single Single Double Double Double Start Time cycles Trailer
Type of report: Tube Count - Vehicle Classification Data
Grand Total Percent
103 0.8%
10693
1283
81.7%
9.8%
147 1.1%
248 1.9%
36 0.3%
4 0.0%
72
15
0.6%
0.1%
Page 3 of 3
6 Axle Not Multi Multi Classified Total
5
3
0
4
0.0%
0.0%
0.0%
0.0%
472
13085
3.6%
ADT 6542
Comments: Report generated on 10/22/2014 11:27 AM
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Volume Data
Page 1 of 1
LOCATION: Wilson Blvd Btwn Patrick Henry Dr & Lebanon St SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA
Mon Start Time
Tue
Wed
Thu
08-Oct-14 09-Oct-14
12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments: Report generated on 10/22/2014 11:27 AM
23 10 3 5 13 46 131 325 431 292 276 321 344 363 373 487 611 729 669 437 258 197 123 67 6534
29 13 6 8 17 41 123 338 396 285 300 360 342 382 404 501 645 738 569 391 232 205 132 94 6551
99.8%
100.0%
99.8% 8:00 AM 431 5:00 PM 729
100.0% 8:00 AM 396 5:00 PM 738
QC JOB #: 12793037 DIRECTION: WB DATE: Oct 08 2014 - Oct 09 2014
Fri
Average Weekday Hourly Traffic 26 12 5 7 15 44 127 332 414 289 288 341 343 373 389 494 628 734 619 414 245 201 128 81 6549
100.0% 8:00 AM 414 5:00 PM 734
Sat
Sun
Average Week Hourly Traffic
Average Week Profile
26 12 5 7 15 44 127 332 414 289 288 341 343 373 389 494 628 734 619 414 245 201 128 81 6549
8:00 AM 414 5:00 PM 734
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 1 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 0 0 0 0 2 19 25 11 9 2 10 4 2 7 7 12 13 4 3 1 0 0 131 2.0%
0 1 0 0 0 1 0 1 5 0 4 1 0 3 2 2 0 0 1 1 0 0 1 3 26 0.4%
2 2 6 6 0 4 3 6 0 2 1 4 0 0 1 1 2 0 8 2 2 12 28 23 4 42 89 69 21 117 300 183 32 239 322 110 20 99 196 120 15 65 119 101 6 54 136 76 12 56 131 76 15 95 138 90 24 70 151 87 20 86 133 78 12 136 211 112 11 118 251 93 7 118 237 119 9 68 162 119 3 27 99 73 3 22 43 45 3 18 37 33 3 3 12 21 226 1453 2814 1647 3.4% 21.8% 42.2% 24.7%
2 0 0 1 1 3 26 27 14 25 28 21 16 10 12 14 10 30 26 26 22 18 7 5 344 5.2%
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 08 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 0 0 0 0 2 1 2 3 3 2 2 1 1 0 2 1 2 1 3 0 2 2 0 30 0.4%
0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 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 1 0 0 0 0 0 1 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0%
Total
Pace Speed
Number in Pace
18 14 8 3 13 71 233 670 750 474 344 298 302 356 348 342 489 517 523 392 227 134 102 47 6675
32-41 32-41 31-40 36-45 31-40 31-40 31-40 31-40 26-35 31-40 31-40 31-40 31-40 26-35 31-40 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 31-40 31-40
11 8 5 2 9 50 158 483 561 316 219 211 206 233 237 219 347 369 355 281 172 88 69 33 4460
ADT 6675
AM Peak Volume PM Peak Volume Comments:
8:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 10:00 AM 8:00 AM 2:00 AM
25
5
32
239
322
183
28
3
6:00 PM 1:00 PM 2:00 PM 4:00 PM 5:00 PM 6:00 PM 5:00 PM 7:00 PM 10:00 PM
13
3
24
Report generated on 10/22/2014 11:27 AM
136
251
119
30
3
8:00 AM
1 1
750 6:00 PM
6:00 PM
1
523
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Speed Data
Page 2 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 20 25 30 35 40 45 Start Time 15 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
0 0 0 0 0 0 1 15 16 12 8 9 4 5 3 5 7 8 13 4 2 4 0 1 117 1.7%
0 0 0 0 0 0 1 4 1 0 2 2 0 2 5 1 1 0 1 0 1 0 0 2 23 0.3%
0 5 10 3 1 2 1 4 2 1 1 0 0 0 1 2 0 5 14 4 2 18 36 17 1 39 69 74 22 101 288 168 25 154 326 171 23 139 185 99 11 85 149 82 8 44 145 113 10 59 156 91 12 64 149 109 16 87 166 75 23 94 159 72 21 113 204 90 12 115 217 147 10 79 231 124 4 58 162 107 1 31 93 66 5 31 73 40 6 16 45 34 3 14 26 13 218 1354 2906 1705 3.2% 20.0% 42.9% 25.2%
1 3 0 1 2 5 24 34 26 13 20 31 18 14 14 21 20 32 38 39 14 12 8 4 394 5.8%
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 09 2014 46 50
51 55
56 60
61 65
66 70
71 75
76 999
0 1 0 0 0 2 0 3 1 1 1 0 1 5 2 0 2 7 7 2 7 2 3 1 48 0.7%
0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 1 6 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%
Total
Pace Speed
Number in Pace
19 12 5 4 25 80 209 636 720 472 358 352 339 360 368 375 458 539 505 376 215 167 112 65 6771
26-35 37-46 21-30 36-45 26-35 26-35 31-40 31-40 31-40 26-35 26-35 31-40 31-40 31-40 26-35 26-35 26-35 31-40 31-40 31-40 31-40 31-40 31-40 26-35 31-40
15 6 3 3 19 54 143 456 497 324 234 258 246 258 252 253 317 363 354 268 158 113 79 40 4611
ADT 6771
AM Peak Volume PM Peak Volume Comments:
8:00 AM 7:00 AM 8:00 AM 8:00 AM 8:00 AM 8:00 AM 7:00 AM 7:00 AM 2:00 AM
16
4
25
154
326
171
34
3
1
6:00 PM 2:00 PM 3:00 PM 5:00 PM 6:00 PM 5:00 PM 7:00 PM 5:00 PM 6:00 PM
13
5
23
Report generated on 10/22/2014 11:27 AM
115
231
147
39
7
2
8:00 AM
720 5:00 PM
539
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
SUMMARY - Tube Count - Speed Data LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA 1 16 21 26 31 36 41 46 51 56 61 66 20 25 30 35 40 45 50 55 60 65 70 Start Time 15
Type of report: Tube Count - Speed Data
Grand Total Percent Cumulative Percent
Page 3 of 3
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 08 2014 - Oct 09 2014 71 75
76 999
248
49
444
2807
5720
3352
738
78
9
0
1
0
0
0
1.8%
0.4%
3.3%
20.9%
42.5%
24.9%
5.5%
0.6%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
1.8%
2.2%
5.5%
26.4%
68.9%
93.9%
99.3%
ADT 6723
Comments: Report generated on 10/22/2014 11:27 AM
Total 13446
Pace Speed
Number in Pace
31-40
9072
99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
85th Percentile:38 MPH Mean Speed(Average): 32 MPH Median 32 MPH Mode: 33 MPH SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 1 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle Buses Long 6 Tire Single Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
4 Axle Single
6 Axle Double
6 Axle Not Multi Classified Total 0 0 0 0 0 0 0 1 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 2 23 30 14 11 3 10 5 2 8 8 13 15 5 3 2 0 0 154 2.3%
18 14 8 3 13 71 233 670 750 474 344 298 302 356 348 342 489 517 523 392 227 134 102 47 6675
ADT 6675 AM Peak Volume PM Peak Volume Comments:
Report generated on 10/22/2014 11:27 AM
7:00 AM 1
8:00 AM 30
8:00 AM 750
6:00 PM 15
6:00 PM 523
SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)
Type of report: Tube Count - Vehicle Classification Data
Page 2 of 3
LOCATION: Wilson Blkvd Btwn Larrimore St & N Arlington Mills Dr SPECIFIC LOCATION: 0 ft from CITY/STATE: Arlington, VA Motor- Cars & 2 Axle 2 Axle 3 Axle Buses Long 6 Tire Single Start Time cycles Trailer 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM Day Total Percent
QC JOB #: 12793038 DIRECTION: EB DATE: Oct 09 2014 >6 Axle Not Multi Classified Total
4 Axle Single
6 Axle Double
