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Item 6A April 2019 N Carroll Ave Traffic Counts
ARIZONA
TEXAS
NEW MEXICO
OKLAHOMA
3030 LBJ Freeway, Suite 1660, Dallas, TX 75234
(972) 248‐3006 office (972) 248‐3855 fax | www.leeengineering.com Page 1 of 7
April 18, 2019
Ms. Stephanie Taylor, PE, PTOE
City of Southlake
1400 Main Street, Suite 348
Southlake, Texas 76092
RE: Carroll Avenue Traffic Counts
Dear Ms. Taylor:
Lee Engineering has collected traffic counts along N. Carroll Avenue at three driveway locations south of
SH 114 in Southlake, Texas. This letter presents a summary of the collected traffic count data along with an
intersection capacity analysis of the peak hours.
N. Carroll Avenue is a four‐lane divided north‐south roadway with a posted speed limit of 30 miles per hour
(mph). N. Carroll Avenue is classified as an A4D Arterial (100 foot ROW) in the City of Southlake 2030 Master
Thoroughfare Plan. Lakewood Drive is a two‐lane undivided east‐west roadway with a posted speed limit of
30 mph. Lakewood Drive is classified as a local roadway in the City of Southlake 2030 Master Thoroughfare
Plan. At the intersection with N. Carroll Avenue, Lakewood Drive includes two eastbound lanes marked as
left‐turn only and right‐turn only. The westbound approach at the intersection is a commercial driveway,
which is signed to prohibit westbound left turns. The intersection is stop‐controlled on the eastbound and
westbound approaches. There is an eastbound driveway for an office development located approximately
40 feet north of Lakewood Drive. The median opening on N. Carroll Avenue is approximately 135 feet wide
and provides access to both Lakewood Drive and the office driveway. There is also an eastbound gas station
and commercial driveway approximately 200 feet north of the office driveway. There is a northbound
hooded left turn at this location but the exit for the driveway is right‐turn‐only. An aerial view of the
intersection is shown in Figure 1.
Existing turning movement volumes at the three (3) above intersections were collected over a 13‐hour period
(6:00 AM to 7:00 PM) on Wednesday, April 10, 2019. The hourly volumes are summarized in Table 1, Table 2,
and Table 3. Raw data sheets are included as an attachment to this letter. Finally, the AM, midday, and PM
peak hour turning movement volumes are shown in Figure 2.
It should be noted that, during the 13 hours studied, 10 vehicles performed a westbound left‐turn from the
commercial driveway at Lakewood Drive, despite the sign and channelizing island prohibiting this maneuver.
In addition, 2 vehicles performed an eastbound left‐turn from the gas station/commercial driveway through
the hooded left turn in the median.
N. Carroll Avenue Traffic Counts, Southlake, April 2019
Page 2 of 7
Figure 1: Aerial View of the Study Area
Traffic Count Location
N. Carroll Avenue Traffic Counts, Southlake, April 2019
Page 3 of 7
Table 1: Hourly Turning Movement Volumes – N. Carroll Avenue at Lakewood Drive
Hour
Begin
N. Carroll Avenue Lakewood Drive Commercial Dwy
Northbound Southbound Eastbound Westbound
U‐Turn Left Thru Right U‐Turn Left Thru Right Left Thru Right Left Thru Right
6:00 AM 6 0 369 2 1 6 225 0 11 0 2 1 0 3
7:00 AM 0 2 672 1 12 6 664 2 12 0 4 0 0 3
8:00 AM 7 2 649 5 21 28 809 20 13 1 6 1 0 7
9:00 AM 10 2 591 7 5 14 759 5 12 0 5 1 0 13
10:00 AM 9 13 588 10 9 13 701 5 11 0 8 1 0 11
11:00 AM 7 7 691 21 1 38 844 10 7 0 5 1 0 21
12:00 PM 16 9 861 24 15 34 852 11 6 0 5 1 0 36
1:00 PM 13 5 922 10 10 17 807 6 5 1 5 0 0 41
2:00 PM 15 6 869 9 9 18 738 14 6 1 7 2 1 28
3:00 PM 6 9 845 13 5 13 859 8 7 0 4 0 0 17
4:00 PM 8 7 806 17 6 27 915 12 4 0 8 0 0 24
5:00 PM 12 8 877 25 15 18 914 13 4 0 4 0 0 21
6:00 PM 15 13 806 24 16 22 898 19 6 0 6 2 0 26
TOTAL 124 83 9,546 168 125 254 9,985 125 104 3 69 10 1 251
Table 2: Hourly Turning Movement Volumes – N. Carroll Avenue at Office Driveway
Hour Begin
N. Carroll Avenue Driveway
Northbound Southbound Eastbound
U‐Turn Left Thru U‐Turn Thru Right Left Right
6:00 AM 0 1 385 1 231 0 0 0
7:00 AM 0 6 685 12 682 12 0 0
8:00 AM 7 9 659 21 853 15 8 9
9:00 AM 0 4 611 5 771 11 5 14
10:00 AM 0 4 607 7 743 18 9 4
11:00 AM 6 6 714 8 882 16 12 10
12:00 PM 0 4 885 14 887 16 10 18
1:00 PM 0 6 969 10 824 15 9 8
2:00 PM 0 6 906 8 773 11 6 13
3:00 PM 0 6 867 4 878 15 10 10
4:00 PM 0 8 828 9 954 9 13 14
5:00 PM 0 4 904 14 950 7 7 6
6:00 PM 0 9 831 15 947 2 6 7
TOTAL 13 73 9,851 128 10,375 147 95 113
N. Carroll Avenue Traffic Counts, Southlake, April 2019
Page 4 of 7
Table 3: Hourly Turning Movement Volumes – N. Carroll Avenue at Gas Station/Commercial Driveway
Hour Begin
N. Carroll Avenue Gas Station/
Commercial Dwy
Northbound Southbound Eastbound
U‐Turn Left Thru Thru Right Left Right
6:00 AM 0 3 389 232 30 0 6
7:00 AM 1 11 672 672 31 0 42
8:00 AM 1 15 669 848 43 1 48
9:00 AM 1 7 618 755 33 0 31
10:00 AM 0 23 594 754 24 0 23
11:00 AM 0 32 700 863 40 0 60
12:00 PM 3 35 889 866 74 0 52
1:00 PM 0 33 951 788 49 0 49
2:00 PM 7 24 910 755 37 1 40
3:00 PM 4 23 842 868 38 0 43
4:00 PM 5 23 806 902 43 0 50
5:00 PM 1 18 898 926 39 0 53
6:00 PM 0 18 842 916 46 0 50
TOTAL 23 265 9,780 10,145 527 2 547
LEGEND
Study Intersection
1
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62 (55) [55]
OFFICE DRIVEWAY
COMMERCIAL DRIVEWAY
GAS STATION /
LAKEWOOD DRIVE
DRIVEWAY
COMMERCIAL
N
.
C
A
R
R
O
L
L
A
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N
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E
(Midday Peak Hour - 12:15 PM to 1:15 PM)
AM Peak Hour - 7:45 AM to 8:45 AM
[PM Peak Hour - 5:15 PM to 6:15 PM]
NOT TO SCALE
N
SUITE 1660
DALLAS, TEXAS 75234
972-248-3006 FAX 972-248-3855
3030 LBJ FREEWAY
Figure 2Existing Peak Hour Traffic Volumes
N. Carroll Avenue Traffic Counts, Southlake, April 2019
Page 6 of 7
INTERSECTION CAPACITY AND LEVEL OF SERVICE
The Level of Service (LOS) of an intersection is a qualitative measure of capacity and operating conditions and
is directly related to vehicle delay. The LOS criteria for an unsignalized intersection are shown in Table 4.
LOS is given a letter designation from A to F, with LOS A representing very short delays (less than 10 seconds
of average control delay per vehicle) and LOS F representing very long delays (more than 50 seconds of
average control delay per vehicle). LOS D, ranging from 25.1 to 35 seconds of average control delay per
vehicle, is typically considered the minimum acceptable condition in an urban environment.
Table 4. Level of Service Criteria for Unsignalized Intersections
Level‐of‐Service
(LOS)
Average Control Delay
(seconds/vehicle) Description
A ≤ 10.0
No delays at intersections with continuous flow of traffic.
Uncongested operations: high frequency of long gaps available for
all left and right turning traffic. No observable queues.
B 10.1 to 15.0
No delays at intersections with continuous flow of traffic.
Uncongested operations: high frequency of long gaps available for
all left and right turning traffic. No observable queues.
C 15.1 to 25.0 Moderate delays at intersections with satisfactory to good traffic
flow. Light congestion; infrequent backups on critical approaches.
D 25.1 to 35.0
Increased probability of delays along every approach. Significant
congestion on critical approaches, but intersection functional. No
standing long lines formed.
E 35.1 to 50.0
Heavy traffic flow condition. Heavy delays probable. No available
gaps for cross‐street traffic or main street turning traffic. Limit of
stable flow.
F > 50.0
or v/c >1.0
Unstable traffic flow. Heavy congestion. Traffic moves in forced
flow condition. Average delays greater than one minute highly
probable. Total breakdown.
SOURCE: Highway Capacity Manual, HCM 6th Edition, Transportation Research Board, 2016.
The weekday AM, Midday, and PM peak hour capacity analyses were p e r f o r m e d f o r t h e t h r e e s t u d y
intersections. Results were obtained using the macroscopic traffic analysis software package Synchro 10.0.
Software output sheets are included as an attachment. It should be noted that HCM methodology does not
provide intersection‐wide delay or level of service for intersections operating under two‐way stop control.
The existing lane configurations and the peak hour traffic volumes shown in Figure 2 were used for this
analysis. Table 5 presents the analysis results for the study intersections under existing traffic conditions.
The shaded cells indicate approaches which are predicted to operate below LOS D.
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AM Peak Hour
3: N Carroll Ave & Lakewood Dr/Commercial Dwy 04/16/2019
AM Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 1
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 15 0610453 7 0 42 3 0 2 7 8 2 4 1 3
Future Vol, veh/h 15 0610453 7 0 42 3 0 2 7 8 2 4 1 3
Conflicting Peds, #/hr 0 0000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length - - 0 ---- 1 0 0---0--
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 2222222222222
Mvmt Flow 16 0710453 7 7 42 3 3 3 0 9 0 5 1 4
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1441 1830 460 1370 1836 388 920 919 0 0 776 776 0 0
Stage 1 1038 1038 - 791 791 ---------
Stage 2 403 792 - 579 1045 ---------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 - - 6.44 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ---------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ---------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 - - 2.52 2.22 - -
Pot Cap-1 Maneuver 93 76 548 105 75 611 374 738 - - 462 836 - -
Stage 1 247 306 - 349 399 ---------
Stage 2 595 399 - 468 304 ---------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 83 66 548 94 66 611 455 455 - - 584 584 - -
Mov Cap-2 Maneuver 83 66 - 94 66 ---------
Stage 1 242 273 - 342 391 ---------
Stage 2 579 391 - 412 271 ---------
Approach EB WB NB SB
HCM Control Delay, s 45.3 17.6 0.1 0.8
HCM LOS E C
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 455 - - 83 548 291 584 - -
HCM Lane V/C Ratio 0.019 - - 0.199 0.012 0.019 0.107 - -
HCM Control Delay (s) 13.1 - - 58.8 11.6 17.6 11.9 - -
HCM Lane LOS B - - F B C B - -
HCM 95th %tile Q(veh) 0.1 - - 0.7 0 0.1 0.4 - -
AM Peak Hour
6: N Carroll Ave & Office Dwy 04/16/2019
AM Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 2
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 6 7 714 865 17
Future Vol, veh/h 4 6 7 714 865 17
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 0 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 22222
Mvmt Flow 4 7 8 793 961 19
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1384 490 980 0 - 0
Stage 1 971 -----
Stage 2 413 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 135 524 700 - - -
Stage 1 328 -----
Stage 2 636 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 134 524 700 - - -
Mov Cap-2 Maneuver 134 -----
Stage 1 324 -----
Stage 2 636 -----
Approach EB NB SB
HCM Control Delay, s 20.6 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 700 - 242 - -
HCM Lane V/C Ratio 0.011 - 0.046 - -
HCM Control Delay (s) 10.2 - 20.6 - -
HCM Lane LOS B - C - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
AM Peak Hour
8: N Carroll Ave & Gas Station/Commercial Dwy 04/16/2019
AM Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 3
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 62 17 719 846 45
Future Vol, veh/h 0 62 17 719 846 45
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 60 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 22222
Mvmt Flow 0 66 18 765 900 48
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 474 948 0 - 0
Stage 1 ------
Stage 2 ------
Critical Hdwy - 6.94 4.14 - - -
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.32 2.22 - - -
Pot Cap-1 Maneuver 0 537 720 - - -
Stage 1 0 -----
Stage 2 0 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 537 720 - - -
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB NB SB
HCM Control Delay, s 12.6 0.2 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 720 - 537 - -
HCM Lane V/C Ratio 0.025 - 0.123 - -
HCM Control Delay (s) 10.1 - 12.6 - -
HCM Lane LOS B - B - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -
Midday Peak Hour
3: N Carroll Ave & Lakewood Dr/Commercial Dwy 04/16/2019
Midday Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 1
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 0400 4 3 1 66 9 0 3 2 1 1 6 2 3 8 4 2 1 1
Future Vol, veh/h 8 0400 4 3 1 66 9 0 3 2 1 1 6 2 3 8 4 2 1 1
Conflicting Peds, #/hr 0 0000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length - - 0 ---- 1 0 0---0--
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 2 2222222222222
Mvmt Flow 8 0400 4 4 1 66 9 2 1 2 1 1 6 2 3 8 5 9 1 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1448 1929 435 1484 1924 471 870 870 0 0 943 942 0 0
Stage 1 943 943 - 976 976 ---------
Stage 2 505 986 - 508 948 ---------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 - - 6.44 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ---------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ---------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 - - 2.52 2.22 - -
Pot Cap-1 Maneuver 92 66 569 87 66 539 402 770 - - 361 724 - -
Stage 1 282 339 - 270 327 ---------
Stage 2 518 324 - 516 338 ---------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 76 58 569 78 58 539 459 459 - - 488 488 - -
Mov Cap-2 Maneuver 76 58 - 78 58 ---------
Stage 1 268 311 - 257 311 ---------
Stage 2 453 308 - 470 310 ---------
Approach EB WB NB SB
HCM Control Delay, s 42.5 12.3 0.3 0.6
HCM LOS E B
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 459 - - 76 569 539 488 - -
HCM Lane V/C Ratio 0.049 - - 0.107 0.007 0.081 0.082 - -
HCM Control Delay (s) 13.2 - - 58 11.4 12.3 13 - -
HCM Lane LOS B - - F B B B - -
HCM 95th %tile Q(veh) 0.2 - - 0.3 0 0.3 0.3 - -
Midday Peak Hour
6: N Carroll Ave & Office Dwy 04/16/2019
Midday Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 2
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 7 12 6 928 872 14
Future Vol, veh/h 7 12 6 928 872 14
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 0 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 22222
Mvmt Flow 7 12 6 957 899 14
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1397 457 913 0 - 0
Stage 1 906 -----
Stage 2 491 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 132 551 742 - - -
Stage 1 355 -----
Stage 2 581 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 131 551 742 - - -
Mov Cap-2 Maneuver 131 -----
Stage 1 352 -----
Stage 2 581 -----
Approach EB NB SB
HCM Control Delay, s 20.4 0.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 742 - 253 - -
HCM Lane V/C Ratio 0.008 - 0.077 - -
HCM Control Delay (s) 9.9 - 20.4 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
Midday Peak Hour
8: N Carroll Ave & Gas Station/Commercial Dwy 04/16/2019
Midday Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 55 39 918 830 67
Future Vol, veh/h 0 55 39 918 830 67
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 60 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 22222
Mvmt Flow 0 57 40 946 856 69
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 463 925 0 - 0
Stage 1 ------
Stage 2 ------
Critical Hdwy - 6.94 4.14 - - -
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.32 2.22 - - -
Pot Cap-1 Maneuver 0 546 734 - - -
Stage 1 0 -----
Stage 2 0 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 546 734 - - -
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB NB SB
HCM Control Delay, s 12.4 0.4 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 734 - 546 - -
HCM Lane V/C Ratio 0.055 - 0.104 - -
HCM Control Delay (s) 10.2 - 12.4 - -
HCM Lane LOS B - B - -
HCM 95th %tile Q(veh) 0.2 - 0.3 - -
PM Peak Hour
3: N Carroll Ave & Lakewood Dr/Commercial Dwy 04/16/2019
PM Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 1
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 0300 2 67 1 0 8 6 3 3 0 2 3 2 4 9 4 6 1 7
Future Vol, veh/h 5 0300 2 67 1 0 8 6 3 3 0 2 3 2 4 9 4 6 1 7
Conflicting Peds, #/hr 0 0000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free Free
RT Channelized - - None - - None - - - None - - - None
Storage Length - - 0 ---- 1 0 0---0--
Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 -
Grade, % - 0 - - 0 - - - 0 - - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2222222222222
Mvmt Flow 5 0300 2 88 1 1 9 3 8 3 3 2 5 2 61028 18
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1646 2148 523 1609 2141 486 1047 1046 0 0 971 971 0 0
Stage 1 1139 1139 - 993 993 ---------
Stage 2 507 1009 - 616 1148 ---------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 - - 6.44 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ---------
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ---------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 - - 2.52 2.22 - -
Pot Cap-1 Maneuver 65 48 499 70 48 527 310 661 - - 347 706 - -
Stage 1 214 274 - 263 322 ---------
Stage 2 516 316 - 445 272 ---------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 55 41 499 62 41 527 449 449 - - 453 453 - -
Mov Cap-2 Maneuver 55 41 - 62 41 ---------
Stage 1 205 243 - 252 309 ---------
Stage 2 469 303 - 392 241 ---------
Approach EB WB NB SB
HCM Control Delay, s 53.1 12.2 0.2 0.6
HCM LOS F B
Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR
Capacity (veh/h) 449 - - 55 499 527 453 - -
HCM Lane V/C Ratio 0.041 - - 0.099 0.007 0.054 0.113 - -
HCM Control Delay (s) 13.4 - - 77.5 12.3 12.2 13.9 - -
HCM Lane LOS B - - F B B B - -
HCM 95th %tile Q(veh) 0.1 - - 0.3 0 0.2 0.4 - -
PM Peak Hour
6: N Carroll Ave & Office Dwy 04/16/2019
PM Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 2
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 5 7 5 893 992 6
Future Vol, veh/h 5 7 5 893 992 6
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 0 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 5 8 5 971 1078 7
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1578 543 1085 0 - 0
Stage 1 1082 -----
Stage 2 496 -----
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 -----
Critical Hdwy Stg 2 5.84 -----
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 100 484 639 - - -
Stage 1 287 -----
Stage 2 577 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 99 484 639 - - -
Mov Cap-2 Maneuver 99 -----
Stage 1 285 -----
Stage 2 577 -----
Approach EB NB SB
HCM Control Delay, s 25.9 0.1 0
HCM LOS D
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 639 - 185 - -
HCM Lane V/C Ratio 0.009 - 0.071 - -
HCM Control Delay (s) 10.7 - 25.9 - -
HCM Lane LOS B - D - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
PM Peak Hour
8: N Carroll Ave & Gas Station/Commercial Dwy 04/16/2019
PM Peak Hour 04/16/2019 Baseline Synchro 10 Report
Page 3
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 55 14 875 964 42
Future Vol, veh/h 0 55 14 875 964 42
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 60 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 22222
Mvmt Flow 0 58 15 921 1015 44
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 530 1059 0 - 0
Stage 1 ------
Stage 2 ------
Critical Hdwy - 6.94 4.14 - - -
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy - 3.32 2.22 - - -
Pot Cap-1 Maneuver 0 493 653 - - -
Stage 1 0 -----
Stage 2 0 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 493 653 - - -
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB NB SB
HCM Control Delay, s 13.3 0.2 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 653 - 493 - -
HCM Lane V/C Ratio 0.023 - 0.117 - -
HCM Control Delay (s) 10.6 - 13.3 - -
HCM Lane LOS B - B - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -
