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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 3 ( 1 1 ) [ 1 7 ] 8 2 4 ( 8 4 2 ) [ 9 4 6 ] 2 7 ( 2 3 ) [ 2 4 ] 3 0 ( 1 6 ) [ 2 3 ] 1 (0) [0] 0 (0) [0] 4 (43) [26] 6 (4) [3] 0 (0) [0] 15 (8) [5] 5 ( 1 6 ) [ 7 ] 3 ( 6 ) [ 1 0 ] 7 0 4 ( 9 0 3 ) [ 8 6 3 ] 2 ( 2 1 ) [ 3 0 ] 6 (12) [7] 4 (7) [5] 1 7 ( 1 4 ) [ 6 ] 8 6 5 ( 8 7 2 ) [ 9 9 2 ] 7 ( 6 ) [ 5 ] 7 1 4 ( 9 2 8 ) [ 8 9 3 ] 4 5 ( 6 7 ) [ 4 2 ] 8 4 6 ( 8 3 0 ) [ 9 6 4 ] 1 ( 2 ) [ 1 ] 1 6 ( 3 7 ) [ 1 3 ] 7 1 9 ( 9 1 8 ) [ 8 7 5 ] 62 (55) [55] OFFICE DRIVEWAY COMMERCIAL DRIVEWAY GAS STATION / LAKEWOOD DRIVE DRIVEWAY COMMERCIAL N . C A R R O L L A V E N U 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.       GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Co u n t N a m e : C A R R O L L A V E @ L A K E W O O D DR Si t e C o d e : St a r t D a t e : 0 4 / 1 0 / 2 0 1 9 Pa g e N o : 1 Tu r n i n g M o v e m e n t D a t a St a r t T i m e CA R R O L L A V E D R I V E W A Y C A R R O L L A V E L A K E W O O D D R So u t h b o u n d W e s t b o u n d N o r t h b o u n d E a s t b o u n d Le f t T h r u R i g h t U - T u r n A p p . T o t a l L e f t T h r u R i g h t U - T u r n A p p . T o t a l L e f t T hr u R i g h t U - T u r n A p p . T o t a l L e f t T h r u R i g h t U - T u r n A p p . T o t a l I n t . T o t a l 6 : 0 0 A M 0 2 7 0 0 2 7 0 0 0 0 0 0 5 8 0 0 5 8 3 0 0 0 3 8 8 6 : 1 5 A M 2 5 2 0 0 5 4 0 0 2 0 2 0 7 5 0 5 8 0 2 0 0 0 2 1 3 8 6 : 3 0 A M 2 5 4 0 1 5 7 0 0 1 0 1 0 1 1 3 1 0 1 1 4 3 0 0 0 3 1 7 5 6 : 4 5 A M 2 9 2 0 0 9 4 1 0 0 0 1 0 1 2 3 1 1 1 2 5 3 0 2 0 5 2 2 5 Ho u r l y T o t a l 6 2 2 5 0 1 2 3 2 1 0 3 0 4 0 3 6 9 2 6 3 7 7 1 1 0 2 0 1 3 6 2 6 7 : 0 0 A M 1 9 7 1 1 1 0 0 0 0 1 0 1 0 1 2 7 1 0 1 2 8 2 0 2 0 4 2 3 3 7 : 1 5 A M 0 1 5 9 0 2 1 6 1 0 0 2 0 2 1 1 6 7 0 0 1 6 8 0 0 1 0 1 3 3 2 7 : 3 0 A M 1 1 8 5 0 0 1 8 6 0 0 0 0 0 0 1 7 2 0 0 1 7 2 5 0 1 0 6 3 6 4 7 : 4 5 A M 4 2 2 3 1 9 2 3 7 0 0 0 0 0 1 2 0 6 0 0 2 0 7 5 0 0 0 5 4 4 9 Ho u r l y T o t a l 6 6 6 4 2 1 2 6 8 4 0 0 3 0 3 2 6 7 2 1 0 6 7 5 1 2 0 4 0 1 6 1 3 7 8 8 : 0 0 A M 5 2 0 0 2 9 2 1 6 1 0 1 0 2 1 1 6 9 0 2 1 7 2 4 0 0 0 4 3 9 4 8 : 1 5 A M 6 1 9 5 3 8 2 1 2 0 0 1 0 1 0 1 6 7 1 2 1 7 0 4 0 5 0 9 3 9 2 8 : 3 0 A M 1 2 2 0 6 7 4 2 2 9 0 0 2 0 2 1 1 6 2 1 1 1 6 5 2 0 1 0 3 3 9 9 8 : 4 5 A M 5 2 0 8 8 0 2 2 1 0 0 3 0 3 0 1 5 1 3 2 1 5 6 3 1 0 0 4 3 8 4 Ho u r l y T o t a l 2 8 8 0 9 2 0 2 1 8 7 8 1 0 7 0 8 2 6 4 9 5 7 6 6 3 1 3 1 6 0 2 0 1 5 6 9 9 : 0 0 A M 2 1 8 6 2 1 1 9 1 0 0 1 0 1 0 1 5 4 1 1 1 5 6 3 0 0 0 3 3 5 1 9 : 1 5 A M 4 1 7 1 0 1 1 7 6 0 0 5 0 5 2 1 3 8 3 1 1 4 4 3 0 2 0 5 3 3 0 9 : 3 0 A M 4 1 8 6 2 2 1 9 4 0 0 5 0 5 0 1 6 2 2 2 1 6 6 5 0 3 0 8 3 7 3 9 : 4 5 A M 4 2 1 6 1 1 2 2 2 1 0 2 0 3 0 1 3 7 1 6 1 4 4 1 0 0 0 1 3 7 0 Ho u r l y T o t a l 1 4 7 5 9 5 5 7 8 3 1 0 1 3 0 1 4 2 5 9 1 7 1 0 6 1 0 1 2 0 5 0 1 7 1 4 2 4 1 0 : 0 0 A M 1 1 5 2 1 2 1 5 6 1 0 3 0 4 2 1 4 6 3 1 1 5 2 3 0 2 0 5 3 1 7 1 0 : 1 5 A M 2 1 6 3 2 2 1 6 9 0 0 3 0 3 2 1 4 9 4 3 1 5 8 3 0 2 0 5 3 3 5 1 0 : 3 0 A M 7 1 6 7 1 0 1 7 5 0 0 3 0 3 5 1 4 8 1 2 1 5 6 4 0 3 0 7 3 4 1 1 0 : 4 5 A M 3 2 1 9 1 5 2 2 8 0 0 2 0 2 4 1 4 5 2 3 1 5 4 1 0 1 0 2 3 8 6 Ho u r l y T o t a l 1 3 7 0 1 5 9 7 2 8 1 0 1 1 0 1 2 1 3 5 8 8 1 0 9 6 2 0 1 1 0 8 0 1 9 1 3 7 9 1 1 : 0 0 A M 2 1 8 1 2 0 1 8 5 0 0 5 0 5 0 1 4 3 3 2 1 4 8 0 0 1 0 1 3 3 9 1 1 : 1 5 A M 8 2 2 5 1 1 2 3 5 0 0 4 0 4 0 1 6 7 5 0 1 7 2 0 0 1 0 1 4 1 2 1 1 : 3 0 A M 1 3 2 0 9 2 0 2 2 4 1 0 1 0 0 1 1 3 2 0 0 1 0 1 2 1 4 6 0 0 0 6 4 5 5 1 1 : 4 5 A M 1 5 2 2 9 5 0 2 4 9 0 0 2 0 2 4 1 8 1 3 4 1 9 2 1 0 3 0 4 4 4 7 Ho u r l y T o t a l 3 8 8 4 4 1 0 1 8 9 3 1 0 2 1 0 2 2 7 6 9 1 2 1 7 7 2 6 70 5 0 1 2 1 6 5 3 1 2 : 0 0 P M 1 3 2 1 9 2 3 2 3 7 1 0 7 0 8 3 2 0 2 5 3 2 1 3 0 0 2 0 2 4 6 0 1 2 : 1 5 P M 1 1 2 1 7 5 1 2 3 4 0 0 7 0 7 1 2 0 0 6 3 2 1 0 1 0 0 0 1 4 5 2 1 2 : 3 0 P M 7 2 0 5 2 6 2 2 0 0 0 1 2 0 1 2 4 2 2 9 9 3 2 4 5 3 0 2 0 5 4 8 2 1 2 : 4 5 P M 3 2 1 1 2 5 2 2 1 0 0 1 0 0 1 0 1 2 3 0 4 7 2 4 2 2 0 1 0 3 4 7 6 Ho u r l y T o t a l 3 4 8 5 2 1 1 1 5 9 1 2 1 0 3 6 0 3 7 9 8 6 1 2 4 1 6 9 1 0 60 5 0 1 1 1 8 7 0 1 : 0 0 P M 2 2 0 9 2 4 2 1 7 0 0 1 4 0 1 4 0 2 4 4 2 3 2 4 9 2 0 1 0 3 4 8 3 1 : 1 5 P M 5 1 7 9 1 5 1 9 0 0 0 7 0 7 1 2 3 7 5 5 2 4 8 0 1 2 0 3 4 4 8 1 : 3 0 P M 4 1 9 2 2 0 1 9 8 0 0 9 0 9 3 2 4 6 2 3 2 5 4 2 0 1 0 3 4 6 4 1 : 4 5 P M 6 2 2 7 1 1 2 3 5 0 0 1 1 0 1 1 1 1 9 5 1 2 1 9 9 1 0 1 0 2 4 4 7 Ho u r l y T o t a l 1 7 8 0 7 6 1 0 8 4 0 0 0 4 1 0 4 1 5 9 2 2 1 0 1 3 9 5 0 51 5 0 1 1 1 8 4 2 2 : 0 0 P M 5 1 8 3 2 3 1 9 3 0 0 9 0 9 2 2 1 3 3 6 2 2 4 2 0 2 0 4 4 3 0 2 : 1 5 P M 8 1 7 2 1 1 1 8 2 0 0 1 0 0 1 0 1 2 1 1 4 2 2 1 8 1 0 2 0 3 4 1 3 2 : 3 0 P M 1 1 7 4 7 2 1 8 4 1 1 8 0 1 0 2 2 2 8 2 5 2 3 7 2 0 3 0 5 4 3 6 2 : 4 5 P M 4 2 0 9 4 3 2 2 0 1 0 1 0 2 1 2 1 7 0 2 2 2 0 1 1 0 0 2 4 4 4 Ho u r l y T o t a l 1 8 7 3 8 1 4 9 7 7 9 2 1 2 8 0 3 1 6 8 6 9 9 1 5 8 9 9 61 7 0 1 4 1 7 2 3 3 : 0 0 P M 4 1 8 1 3 2 1 9 0 0 0 5 0 5 3 2 1 2 4 1 2 2 0 2 0 2 0 4 4 1 9 3 : 1 5 P M 3 2 2 4 0 2 2 2 9 0 0 3 0 3 1 1 9 5 3 2 2 0 1 2 0 0 0 2 4 3 5 3 : 3 0 P M 4 2 2 5 3 1 2 3 3 0 0 4 0 4 2 2 3 0 2 2 2 3 6 1 0 1 0 2 4 7 5 3 : 4 5 P M 2 2 2 9 2 0 2 3 3 0 0 5 0 5 3 2 0 8 4 1 2 1 6 2 0 1 0 3 4 5 7 Ho u r l y T o t a l 1 3 8 5 9 8 5 8 8 5 0 0 1 7 0 1 7 9 8 4 5 1 3 6 8 7 3 70 4 0 1 1 1 7 8 6 4 : 0 0 P M 5 2 3 5 3 0 2 4 3 0 0 2 0 2 5 2 4 3 4 1 2 5 3 1 0 4 0 5 5 0 3 4 : 1 5 P M 5 2 3 7 5 1 2 4 8 0 0 4 0 4 1 1 9 6 4 1 2 0 2 2 0 0 0 2 4 5 6 4 : 3 0 P M 4 1 8 0 2 2 1 8 8 0 0 8 0 8 1 1 8 5 8 0 1 9 4 0 0 3 0 3 3 9 3 4 : 4 5 P M 1 3 2 6 3 2 3 2 8 1 0 0 1 0 0 1 0 0 1 8 2 1 6 1 8 9 1 0 1 0 2 4 8 2 Ho u r l y T o t a l 2 7 9 1 5 1 2 6 9 6 0 0 0 2 4 0 2 4 7 8 0 6 1 7 8 8 3 8 40 8 0 1 2 1 8 3 4 5 : 0 0 P M 4 2 2 2 3 3 2 3 2 0 0 3 0 3 3 2 1 8 2 5 2 2 8 0 0 2 0 2 4 6 5 5 : 1 5 P M 7 2 5 8 4 6 2 7 5 0 0 5 0 5 1 2 4 0 7 1 2 4 9 0 0 0 0 0 5 2 9 5 : 3 0 P M 4 2 0 1 3 5 2 1 3 0 0 7 0 7 0 2 2 1 8 4 2 3 3 1 0 1 0 2 4 5 5 5 : 4 5 P M 3 2 3 3 3 1 2 4 0 0 0 6 0 6 4 1 9 8 8 2 2 1 2 3 0 1 0 4 4 6 2 Ho u r l y T o t a l 1 8 9 1 4 1 3 1 5 9 6 0 0 0 2 1 0 2 1 8 8 7 7 2 5 1 2 9 2 2 40 4 0 8 1 9 1 1 6 : 0 0 P M 1 0 2 5 4 7 1 1 2 8 2 0 0 8 0 8 5 2 0 4 7 0 2 1 6 1 0 1 0 2 5 0 8 6 : 1 5 P M 4 2 5 5 5 3 2 6 7 1 0 6 0 7 1 1 9 3 3 5 2 0 2 1 0 1 0 2 4 7 8 6 : 3 0 P M 3 2 0 3 6 0 2 1 2 1 0 4 0 5 2 1 9 3 6 7 2 0 8 2 0 4 0 6 4 3 1 6 : 4 5 P M 5 1 8 6 1 2 1 9 4 0 0 8 0 8 5 2 1 6 8 3 2 3 2 2 0 0 0 2 4 3 6 Ho u r l y T o t a l 2 2 8 9 8 1 9 1 6 9 5 5 2 0 2 6 0 2 8 1 3 8 0 6 2 4 1 5 8 5 8 60 6 0 1 2 1 8 5 3 Gr a n d T o t a l 2 5 4 9 9 8 5 1 2 5 1 2 5 1 0 4 8 9 1 0 1 2 5 1 0 2 6 2 8 3 9 5 4 6 1 6 8 1 2 4 9 9 2 1 1 0 4 3 6 9 0 1 76 2 0 8 4 8 Ap p r o a c h % 2 . 4 9 5 . 2 1 . 2 1 . 2 - 3 . 8 0 . 4 9 5 . 8 0 . 0 - 0 . 8 9 6 . 2 1 . 7 1 . 2 - 5 9 . 1 1 . 7 3 9 . 2 0. 0 - - To t a l % 1 . 2 4 7 . 9 0 . 6 0 . 6 5 0 . 3 0 . 0 0 . 0 1 . 2 0 . 0 1 . 3 0 . 4 4 5 . 8 0 . 8 0 . 6 4 7 . 6 0 . 5 0 . 0 0 .3 0 . 0 0 . 8 - Li g h t s 2 5 1 9 8 1 8 1 2 3 1 2 2 1 0 3 1 4 9 1 2 5 0 0 2 6 0 8 1 9 3 7 2 1 6 8 1 2 4 9 7 4 5 1 0 4 2 6 7 0 1 7 3 2 0 4 9 2 % L i g h t s 9 8 . 8 9 8 . 3 9 8 . 4 9 7 . 6 9 8 . 3 9 0 . 0 1 0 0 . 0 9 9 . 6 - 9 9 . 2 9 7 . 6 9 8 . 2 1 0 0 . 0 1 0 0 . 0 9 8 . 2 1 0 0 . 0 6 6 . 7 9 7 . 1 - 9 8 . 3 9 8 . 3 Me d i u m s 3 1 3 7 1 3 1 4 4 1 0 1 0 2 2 1 4 3 0 0 1 4 5 01 2 0 3 2 9 4 % M e d i u m s 1 . 2 1 . 4 0 . 8 2 . 4 1 . 4 1 0 . 0 0 . 0 0 . 4 - 0 . 8 2 . 4 1 . 5 0 . 0 0 . 0 1 . 5 0 . 0 3 3 . 3 2 . 9 -1 . 7 1 . 4 Ar t i c u l a t e d T r u c k s 0 3 0 1 0 3 1 0 0 0 0 0 0 3 1 0 0 3 1 00 0 0 0 6 2 % A r t i c u l a t e d T r u c k s 0 . 0 0 . 3 0 . 8 0 . 0 0 . 3 0 . 0 0 . 0 0 . 0 - 0 . 0 0 . 0 0 . 3 0 . 0 0 . 0 0 . 3 0. 0 0 . 0 0 . 0 - 0 . 0 0 . 3 GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Co u n t N a m e : C A R R O L L A V E @ D R I V E W A Y Si t e C o d e : St a r t D a t e : 0 4 / 1 0 / 2 0 1 9 Pa g e N o : 1 Tu r n i n g M o v e m e n t D a t a St a r t T i m e CA R R O L L A V E W e s t b o u n d S t . C A R R O L L A V E D R I V E W A Y So u t h b o u n d W e s t b o u n d N o r t h b o u n d E a s t b o u n d Le f t T h r u R i g h t U - T u r n A p p . T o t a l L e f t T h r u R i g h t U - T u r n A p p . T o t a l L e f t T hr u R i g h t U - T u r n A p p . T o t a l L e f t T h r u R i g h t U - T u r n A p p . T o t a l I n t . T o t a l 6 : 0 0 A M 0 2 8 0 0 2 8 0 0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 0 8 8 6 : 1 5 A M 0 5 4 0 0 5 4 0 0 0 0 0 1 7 9 0 0 8 0 0 0 0 0 0 1 3 4 6 : 3 0 A M 0 5 5 0 1 5 6 0 0 0 0 0 0 1 1 7 0 0 1 1 7 0 0 0 0 0 1 7 3 6 : 4 5 A M 0 9 4 0 0 9 4 0 0 0 0 0 0 1 2 9 0 0 1 2 9 0 0 0 0 0 2 2 3 Ho u r l y T o t a l 0 2 3 1 0 1 2 3 2 0 0 0 0 0 1 3 8 5 0 0 3 8 6 00 0 0 0 6 1 8 7 : 0 0 A M 0 1 0 0 1 1 1 0 2 0 0 0 0 0 0 1 3 2 0 0 1 3 2 0 0 0 0 0 2 3 4 7 : 1 5 A M 0 1 5 9 1 2 1 6 2 0 0 0 0 0 1 1 6 7 0 0 1 6 8 0 0 0 0 0 3 3 0 7 : 3 0 A M 0 1 9 0 3 0 1 9 3 0 0 0 0 0 3 1 7 8 0 0 1 8 1 0 0 0 0 0 3 7 4 7 : 4 5 A M 0 2 3 3 7 9 2 4 9 0 0 0 0 0 2 2 0 8 0 0 2 1 0 0 0 0 0 0 4 5 9 Ho u r l y T o t a l 0 6 8 2 1 2 1 2 7 0 6 0 0 0 0 0 6 6 8 5 0 0 6 9 1 00 0 0 0 1 3 9 7 8 : 0 0 A M 0 2 0 6 5 9 2 2 0 0 0 0 0 0 1 1 7 3 0 2 1 7 6 0 0 3 0 3 3 9 9 8 : 1 5 A M 0 2 0 1 5 8 2 1 4 0 0 0 0 0 3 1 6 8 0 2 1 7 3 1 0 2 0 3 3 9 0 8 : 3 0 A M 0 2 2 5 0 4 2 2 9 0 0 0 0 0 1 1 6 5 0 1 1 6 7 3 0 1 0 4 4 0 0 8 : 4 5 A M 0 2 2 1 5 0 2 2 6 0 0 0 0 0 4 1 5 3 0 2 1 5 9 4 0 3 0 7 3 9 2 Ho u r l y T o t a l 0 8 5 3 1 5 2 1 8 8 9 0 0 0 0 0 9 6 5 9 0 7 6 7 5 80 9 0 1 7 1 5 8 1 9 : 0 0 A M 0 1 8 5 2 1 1 8 8 0 0 0 0 0 2 1 5 6 0 0 1 5 8 0 0 5 0 5 3 5 1 9 : 1 5 A M 0 1 7 6 2 1 1 7 9 0 0 0 0 0 1 1 4 4 0 0 1 4 5 3 0 2 0 5 3 2 9 9 : 3 0 A M 0 1 9 0 4 2 1 9 6 0 0 0 0 0 0 1 7 2 0 0 1 7 2 2 0 3 0 5 3 7 3 9 : 4 5 A M 0 2 2 0 3 1 2 2 4 0 0 0 0 0 1 1 3 9 0 0 1 4 0 0 0 4 0 4 3 6 8 Ho u r l y T o t a l 0 7 7 1 1 1 5 7 8 7 0 0 0 0 0 4 6 1 1 0 0 6 1 5 5 0 1 4 0 1 9 1 4 2 1 1 0 : 0 0 A M 0 1 5 8 5 2 1 6 5 0 0 0 0 0 0 1 5 2 0 0 1 5 2 2 0 1 0 3 3 2 0 1 0 : 1 5 A M 0 1 7 4 4 1 1 7 9 0 0 0 0 0 1 1 5 4 0 0 1 5 5 2 0 3 0 5 3 3 9 1 0 : 3 0 A M 0 1 8 0 2 0 1 8 2 0 0 0 0 0 1 1 5 4 0 0 1 5 5 2 0 0 0 2 3 3 9 1 0 : 4 5 A M 0 2 3 1 7 4 2 4 2 0 0 0 0 0 2 1 4 7 0 0 1 4 9 3 0 0 0 3 3 9 4 Ho u r l y T o t a l 0 7 4 3 1 8 7 7 6 8 0 0 0 0 0 4 6 0 7 0 0 6 1 1 90 4 0 1 3 1 3 9 2 1 1 : 0 0 A M 0 1 8 3 7 2 1 9 2 0 0 0 0 0 1 1 4 8 0 2 1 5 1 3 0 1 0 4 3 4 7 1 1 : 1 5 A M 0 2 3 0 2 4 2 3 6 0 0 0 0 0 3 1 7 1 0 0 1 7 4 4 0 5 0 9 4 1 9 1 1 : 3 0 A M 0 2 2 1 1 0 2 2 2 0 0 0 0 0 2 2 1 4 0 0 2 1 6 3 0 3 0 6 4 4 4 1 1 : 4 5 A M 0 2 4 8 6 2 2 5 6 0 0 0 0 0 0 1 8 1 0 4 1 8 5 2 0 1 0 3 4 4 4 Ho u r l y T o t a l 0 8 8 2 1 6 8 9 0 6 0 0 0 0 0 6 7 1 4 0 6 7 2 6 1 2 0 1 0 0 2 2 1 6 5 4 1 2 : 0 0 P M 0 2 2 9 4 3 2 3 6 0 0 0 0 0 0 2 0 9 0 0 2 0 9 5 0 6 0 1 1 4 5 6 1 2 : 1 5 P M 0 2 3 1 5 1 2 3 7 0 0 0 0 0 3 2 0 4 0 0 2 0 7 1 0 4 0 5 4 4 9 1 2 : 3 0 P M 0 2 1 0 2 6 2 1 8 0 0 0 0 0 0 2 3 9 0 0 2 3 9 1 0 5 0 6 4 6 3 1 2 : 4 5 P M 0 2 1 7 5 4 2 2 6 0 0 0 0 0 1 2 3 3 0 0 2 3 4 3 0 3 0 6 4 6 6 Ho u r l y T o t a l 0 8 8 7 1 6 1 4 9 1 7 0 0 0 0 0 4 8 8 5 0 0 8 8 9 1 0 0 1 8 0 2 8 1 8 3 4 1 : 0 0 P M 0 2 1 4 2 4 2 2 0 0 0 0 0 0 2 2 5 2 0 0 2 5 4 2 0 0 0 2 4 7 6 1 : 1 5 P M 0 1 8 3 1 0 5 1 9 8 0 0 0 0 0 0 2 4 4 0 0 2 4 4 4 0 2 0 6 4 4 8 1 : 3 0 P M 0 1 9 5 0 0 1 9 5 0 0 0 0 0 1 2 6 1 0 0 2 6 2 2 0 4 0 6 4 6 3 1 : 4 5 P M 0 2 3 2 3 1 2 3 6 0 0 0 0 0 3 2 1 2 0 0 2 1 5 1 0 2 0 3 4 5 4 Ho u r l y T o t a l 0 8 2 4 1 5 1 0 8 4 9 0 0 0 0 0 6 9 6 9 0 0 9 7 5 90 8 0 1 7 1 8 4 1 2 : 0 0 P M 0 1 9 0 2 3 1 9 5 0 0 0 0 0 1 2 2 3 0 0 2 2 4 1 0 3 0 4 4 2 3 2 : 1 5 P M 0 1 8 5 3 2 1 9 0 0 0 0 0 0 1 2 2 5 0 0 2 2 6 0 0 3 0 3 4 1 9 2 : 3 0 P M 0 1 7 8 0 1 1 7 9 0 0 0 0 0 1 2 3 7 0 0 2 3 8 5 0 4 0 9 4 2 6 2 : 4 5 P M 0 2 2 0 6 2 2 2 8 0 0 0 0 0 3 2 2 1 0 0 2 2 4 0 0 3 0 3 4 5 5 Ho u r l y T o t a l 0 7 7 3 1 1 8 7 9 2 0 0 0 0 0 6 9 0 6 0 0 9 1 2 6 0 1 3 0 1 9 1 7 2 3 3 : 0 0 P M 0 1 8 6 3 1 1 9 0 0 0 0 0 0 2 2 2 1 0 0 2 2 3 5 0 2 0 7 4 2 0 3 : 1 5 P M 0 2 2 6 4 2 2 3 2 0 0 0 0 0 3 1 9 9 0 0 2 0 2 2 0 2 0 4 4 3 8 3 : 3 0 P M 0 2 3 4 2 1 2 3 7 0 0 0 0 0 0 2 3 6 0 0 2 3 6 1 0 2 0 3 4 7 6 3 : 4 5 P M 0 2 3 2 6 0 2 3 8 0 0 0 0 0 1 2 1 1 0 0 2 1 2 2 0 4 0 6 4 5 6 Ho u r l y T o t a l 0 8 7 8 1 5 4 8 9 7 0 0 0 0 0 6 8 6 7 0 0 8 7 3 1 0 0 1 0 0 2 0 1 7 9 0 4 : 0 0 P M 0 2 4 3 3 2 2 4 8 0 0 0 0 0 1 2 4 3 0 0 2 4 4 3 0 2 0 5 4 9 7 4 : 1 5 P M 0 2 4 5 4 1 2 5 0 0 0 0 0 0 3 2 0 5 0 0 2 0 8 3 0 5 0 8 4 6 6 4 : 3 0 P M 0 1 8 7 1 2 1 9 0 0 0 0 0 0 4 1 8 7 0 0 1 9 1 6 0 2 0 8 3 8 9 4 : 4 5 P M 0 2 7 9 1 4 2 8 4 0 0 0 0 0 0 1 9 3 0 0 1 9 3 1 0 5 0 6 4 8 3 Ho u r l y T o t a l 0 9 5 4 9 9 9 7 2 0 0 0 0 0 8 8 2 8 0 0 8 3 6 1 3 0 1 4 0 2 7 1 8 3 5 5 : 0 0 P M 0 2 3 1 1 3 2 3 5 0 0 0 0 0 0 2 2 1 0 0 2 2 1 4 0 2 0 6 4 6 2 5 : 1 5 P M 0 2 6 7 1 6 2 7 4 0 0 0 0 0 0 2 4 7 0 0 2 4 7 1 0 1 0 2 5 2 3 5 : 3 0 P M 0 2 0 5 4 4 2 1 3 0 0 0 0 0 3 2 3 1 0 0 2 3 4 1 0 3 0 4 4 5 1 5 : 4 5 P M 0 2 4 7 1 1 2 4 9 0 0 0 0 0 1 2 0 5 0 0 2 0 6 1 0 0 0 1 4 5 6 Ho u r l y T o t a l 0 9 5 0 7 1 4 9 7 1 0 0 0 0 0 4 9 0 4 0 0 9 0 8 70 6 0 1 3 1 8 9 2 6 : 0 0 P M 0 2 7 3 0 1 1 2 8 4 0 0 0 0 0 1 2 1 0 0 0 2 1 1 2 0 3 0 5 5 0 0 6 : 1 5 P M 0 2 6 4 1 2 2 6 7 0 0 0 0 0 2 1 9 6 0 0 1 9 8 3 0 2 0 5 4 7 0 6 : 3 0 P M 0 2 1 7 1 0 2 1 8 0 0 0 0 0 1 2 0 2 0 0 2 0 3 0 0 2 0 2 4 2 3 6 : 4 5 P M 0 1 9 3 0 2 1 9 5 0 0 0 0 0 5 2 2 3 0 0 2 2 8 1 0 0 0 1 4 2 4 Ho u r l y T o t a l 0 9 4 7 2 1 5 9 6 4 0 0 0 0 0 9 8 3 1 0 0 8 4 0 60 7 0 1 3 1 8 1 7 Gr a n d T o t a l 0 1 0 3 7 5 1 4 7 1 2 8 1 0 6 5 0 0 0 0 0 0 7 3 9 8 5 1 0 1 3 9 9 3 7 9 5 0 1 1 3 0 2 0 8 2 0 7 9 5 Ap p r o a c h % 0 . 0 9 7 . 4 1 . 4 1 . 2 - 0 . 0 0 . 0 0 . 0 0 . 0 - 0 . 7 9 9 . 1 0 . 0 0 . 1 - 4 5 . 7 0 . 0 5 4 . 3 0 .0 - - To t a l % 0 . 0 4 9 . 9 0 . 7 0 . 6 5 1 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 4 4 7 . 4 0 . 0 0 . 1 4 7 . 8 0 . 5 0 . 0 0 .5 0 . 0 1 . 0 - Li g h t s 0 1 0 2 0 7 1 4 6 1 2 5 1 0 4 7 8 0 0 0 0 0 7 3 9 6 7 5 0 1 3 9 7 6 1 9 5 0 1 1 2 0 2 0 7 2 0 4 4 6 % L i g h t s - 9 8 . 4 9 9 . 3 9 7 . 7 9 8 . 4 - - - - - 1 0 0 . 0 9 8 . 2 - 1 0 0 . 0 9 8 . 2 1 0 0 . 0 - 9 9 . 1 - 9 9 . 5 9 8 . 3 Me d i u m s 0 1 3 5 1 2 1 3 8 0 0 0 0 0 0 1 4 5 0 0 1 4 5 00 1 0 1 2 8 4 % M e d i u m s - 1 . 3 0 . 7 1 . 6 1 . 3 - - - - - 0 . 0 1 . 5 - 0 . 0 1 . 5 0 . 0 - 0 . 9 - 0 . 5 1 . 4 Ar t i c u l a t e d T r u c k s 0 3 3 0 1 3 4 0 0 0 0 0 0 3 1 0 0 3 1 00 0 0 0 6 5 % A r t i c u l a t e d T r u c k s - 0 . 3 0 . 0 0 . 8 0 . 3 - - - - - 0 . 0 0 . 3 - 0 . 0 0 . 3 0 . 0 - 0 . 0 - 0 . 0 0 .3 GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Co u n t N a m e : C A R R O L L A V E @ 7 - 1 1 DR I V E W A Y Si t e C o d e : St a r t D a t e : 0 4 / 1 0 / 2 0 1 9 Pa g e N o : 1 Tu r n i n g M o v e m e n t D a t a St a r t T i m e CA R R O L L A V E W e s t b o u n d S t . C A R R O L L A V E D R I V E W A Y So u t h b o u n d W e s t b o u n d N o r t h b o u n d E a s t b o u n d Le f t T h r u R i g h t U - T u r n A p p . T o t a l L e f t T h r u R i g h t U - T u r n A p p . T o t a l L e f t T hr u R i g h t U - T u r n A p p . T o t a l L e f t T h r u R i g h t U - T u r n A p p . T o t a l I n t . T o t a l 6 : 0 0 A M 0 3 0 5 0 3 5 0 0 0 0 0 0 5 6 0 0 5 6 0 0 1 0 1 9 2 6 : 1 5 A M 0 5 7 7 0 6 4 0 0 0 0 0 0 8 9 0 0 8 9 0 0 0 0 0 1 5 3 6 : 3 0 A M 0 5 2 1 2 0 6 4 0 0 0 0 0 1 1 2 0 0 0 1 2 1 0 0 5 0 5 1 9 0 6 : 4 5 A M 0 9 3 6 0 9 9 0 0 0 0 0 2 1 2 4 0 0 1 2 6 0 0 0 0 0 2 2 5 Ho u r l y T o t a l 0 2 3 2 3 0 0 2 6 2 0 0 0 0 0 3 3 8 9 0 0 3 9 2 00 6 0 6 6 6 0 7 : 0 0 A M 0 1 0 5 7 0 1 1 2 0 0 0 0 0 2 1 3 1 0 0 1 3 3 0 0 3 0 3 2 4 8 7: 1 5 A M 0 1 4 8 4 0 1 5 2 0 0 0 0 0 4 1 5 5 0 0 1 5 9 0 0 1 2 0 1 2 3 2 3 7 : 3 0 A M 0 2 0 4 9 0 2 1 3 0 0 0 0 0 3 1 8 5 0 1 1 8 9 0 0 5 0 5 4 0 7 7: 4 5 A M 0 2 1 5 1 1 0 2 2 6 0 0 0 0 0 2 2 0 1 0 0 2 0 3 0 0 2 2 0 2 2 4 5 1 Ho u r l y T o t a l 0 6 7 2 3 1 0 7 0 3 0 0 0 0 0 1 1 6 7 2 0 1 6 8 4 0 0 4 2 0 4 2 1 4 2 9 8: 0 0 A M 0 2 0 9 1 0 0 2 1 9 0 0 0 0 0 5 1 9 2 0 1 1 9 8 0 0 1 4 0 1 4 4 3 1 8: 1 5 A M 0 1 9 6 1 0 0 2 0 6 0 0 0 0 0 3 1 5 6 0 0 1 5 9 0 0 1 3 0 1 3 3 7 8 8: 3 0 A M 0 2 2 6 1 4 0 2 4 0 0 0 0 0 0 6 1 7 0 0 0 1 7 6 1 0 1 3 0 1 4 4 3 0 8 : 4 5 A M 0 2 1 7 9 0 2 2 6 0 0 0 0 0 1 1 5 1 0 0 1 5 2 0 0 8 0 8 3 8 6 Ho u r l y T o t a l 0 8 4 8 4 3 0 8 9 1 0 0 0 0 0 1 5 6 6 9 0 1 6 8 5 1 0 4 8 0 4 9 1 6 2 5 9: 0 0 A M 0 1 7 6 9 0 1 8 5 0 0 0 0 0 1 1 5 6 0 0 1 5 7 0 0 1 0 0 1 0 3 5 2 9: 1 5 A M 0 1 7 5 9 0 1 8 4 0 0 0 0 0 1 1 5 1 0 0 1 5 2 0 0 1 0 0 1 0 3 4 6 9 : 3 0 A M 0 1 9 4 7 0 2 0 1 0 0 0 0 0 1 1 6 8 0 0 1 6 9 0 0 6 0 6 3 7 6 9 : 4 5 A M 0 2 1 0 8 0 2 1 8 0 0 0 0 0 4 1 4 3 0 1 1 4 8 0 0 5 0 5 3 7 1 Ho u r l y T o t a l 0 7 5 5 3 3 0 7 8 8 0 0 0 0 0 7 6 1 8 0 1 6 2 6 0 0 3 1 0 3 1 1 4 4 5 1 0 : 0 0 A M 0 1 6 1 2 0 1 6 3 0 0 0 0 0 9 1 4 2 0 0 1 5 1 0 0 7 0 7 3 2 1 1 0 : 1 5 A M 0 1 8 0 9 0 1 8 9 0 0 0 0 0 3 1 5 0 0 0 1 5 3 0 0 4 0 4 3 4 6 1 0 : 3 0 A M 0 1 8 4 5 0 1 8 9 0 0 0 0 0 6 1 5 4 0 0 1 6 0 0 0 3 0 3 3 5 2 1 0 : 4 5 A M 0 2 2 9 8 0 2 3 7 0 0 0 0 0 5 1 4 8 0 0 1 5 3 0 0 9 0 9 3 9 9 Ho u r l y T o t a l 0 7 5 4 2 4 0 7 7 8 0 0 0 0 0 2 3 5 9 4 0 0 6 1 7 0 0 2 3 0 2 3 1 4 1 8 11 : 0 0 A M 0 1 8 6 1 3 0 1 9 9 0 0 0 0 0 4 1 5 0 0 0 1 5 4 0 0 1 0 0 1 0 3 6 3 1 1 : 1 5 A M 0 2 2 0 5 0 2 2 5 0 0 0 0 0 5 1 7 8 0 0 1 8 3 0 0 7 0 7 4 1 5 11 : 3 0 A M 0 2 0 8 8 0 2 1 6 0 0 0 0 0 1 3 1 9 7 0 0 2 1 0 0 0 2 9 0 2 9 4 5 5 11 : 4 5 A M 0 2 4 9 1 4 0 2 6 3 0 0 0 0 0 1 0 1 7 5 0 0 1 8 5 0 0 1 4 0 1 4 4 6 2 Ho u r l y T o t a l 0 8 6 3 4 0 0 9 0 3 0 0 0 0 0 3 2 7 0 0 0 0 7 3 2 0 0 6 0 0 6 0 1 6 9 5 12 : 0 0 P M 0 2 2 7 2 5 0 2 5 2 0 0 0 0 0 8 2 1 8 0 1 2 2 7 0 0 1 1 0 1 1 4 9 0 1 2 : 1 5 P M 0 2 2 1 1 5 0 2 3 6 0 0 0 0 0 1 3 1 9 8 0 1 2 1 2 0 0 9 0 9 4 5 7 12 : 3 0 P M 0 2 0 5 2 0 0 2 2 5 0 0 0 0 0 1 0 2 3 9 0 0 2 4 9 0 0 1 8 0 1 8 4 9 2 12 : 4 5 P M 0 2 1 3 1 4 0 2 2 7 0 0 0 0 0 4 2 3 4 0 1 2 3 9 0 0 1 4 0 1 4 4 8 0 Ho u r l y T o t a l 0 8 6 6 7 4 0 9 4 0 0 0 0 0 0 3 5 8 8 9 0 3 9 2 7 0 0 5 2 0 5 2 1 9 1 9 1: 0 0 P M 0 1 9 1 1 8 0 2 0 9 0 0 0 0 0 1 0 2 4 7 0 0 2 5 7 0 0 1 4 0 1 4 4 8 0 1: 1 5 P M 0 1 8 3 9 0 1 9 2 0 0 0 0 0 7 2 5 0 0 0 2 5 7 0 0 1 7 0 1 7 4 6 6 1 : 3 0 P M 0 1 9 3 1 4 0 2 0 7 0 0 0 0 0 8 2 4 3 0 0 2 5 1 0 0 9 0 9 4 6 7 1 : 4 5 P M 0 2 2 1 8 0 2 2 9 0 0 0 0 0 8 2 1 1 0 0 2 1 9 0 0 9 0 9 4 5 7 Ho u r l y T o t a l 0 7 8 8 4 9 0 8 3 7 0 0 0 0 0 3 3 9 5 1 0 0 9 8 4 0 0 4 9 0 4 9 1 8 7 0 2 : 0 0 P M 0 1 8 6 1 1 0 1 9 7 0 0 0 0 0 5 2 2 1 0 2 2 2 8 0 0 8 0 8 4 3 3 2: 1 5 P M 0 1 7 8 1 1 0 1 8 9 0 0 0 0 0 3 2 2 0 0 2 2 2 5 1 0 1 1 0 1 2 4 2 6 2: 3 0 P M 0 1 7 0 9 0 1 7 9 0 0 0 0 0 8 2 3 6 0 1 2 4 5 0 0 1 0 0 1 0 4 3 4 2: 4 5 P M 0 2 2 1 6 0 2 2 7 0 0 0 0 0 8 2 3 3 0 2 2 4 3 0 0 1 1 0 1 1 4 8 1 Ho u r l y T o t a l 0 7 5 5 3 7 0 7 9 2 0 0 0 0 0 2 4 9 1 0 0 7 9 4 1 1 0 4 0 0 4 1 1 7 7 4 3 : 0 0 P M 0 1 9 8 6 0 2 0 4 0 0 0 0 0 6 2 0 6 0 0 2 1 2 0 0 4 0 4 4 2 0 3: 1 5 P M 0 2 0 8 7 0 2 1 5 0 0 0 0 0 3 1 9 6 0 2 2 0 1 0 0 1 2 0 1 2 4 2 8 3: 3 0 P M 0 2 3 7 1 5 0 2 5 2 0 0 0 0 0 6 2 3 5 0 1 2 4 2 0 0 1 2 0 1 2 5 0 6 3: 4 5 P M 0 2 2 5 1 0 0 2 3 5 0 0 0 0 0 8 2 0 5 0 1 2 1 4 0 0 1 5 0 1 5 4 6 4 Ho u r l y T o t a l 0 8 6 8 3 8 0 9 0 6 0 0 0 0 0 2 3 8 4 2 0 4 8 6 9 0 0 4 3 0 4 3 1 8 1 8 4: 0 0 P M 0 2 1 4 1 1 0 2 2 5 0 0 0 0 0 9 2 2 3 0 1 2 3 3 0 0 1 0 0 1 0 4 6 8 4 : 1 5 P M 0 2 4 7 1 2 0 2 5 9 0 0 0 0 0 4 1 9 6 0 2 2 0 2 0 0 9 0 9 4 7 0 4: 3 0 P M 0 1 7 7 1 2 0 1 8 9 0 0 0 0 0 1 0 2 0 0 0 2 2 1 2 0 0 1 2 0 1 2 4 1 3 4: 4 5 P M 0 2 6 4 8 0 2 7 2 0 0 0 0 0 0 1 8 7 0 0 1 8 7 0 0 1 9 0 1 9 4 7 8 Ho u r l y T o t a l 0 9 0 2 4 3 0 9 4 5 0 0 0 0 0 2 3 8 0 6 0 5 8 3 4 0 0 5 0 0 5 0 1 8 2 9 5: 0 0 P M 0 2 2 9 6 0 2 3 5 0 0 0 0 0 1 1 2 3 4 0 0 2 4 5 0 0 1 6 0 1 6 4 9 6 5: 1 5 P M 0 2 4 6 9 0 2 5 5 0 0 0 0 0 4 2 3 6 0 0 2 4 0 0 0 1 4 0 1 4 5 0 9 5: 3 0 P M 0 1 9 7 1 2 0 2 0 9 0 0 0 0 0 3 2 2 3 0 1 2 2 7 0 0 1 5 0 1 5 4 5 1 5 : 4 5 P M 0 2 5 4 1 2 0 2 6 6 0 0 0 0 0 0 2 0 5 0 0 2 0 5 0 0 8 0 8 4 7 9 Ho u r l y T o t a l 0 9 2 6 3 9 0 9 6 5 0 0 0 0 0 1 8 8 9 8 0 1 9 1 7 0 0 5 3 0 5 3 1 9 3 5 6: 0 0 P M 0 2 6 7 9 0 2 7 6 0 0 0 0 0 6 2 1 1 0 0 2 1 7 0 0 1 8 0 1 8 5 1 1 6: 1 5 P M 0 2 5 6 9 0 2 6 5 0 0 0 0 0 3 1 9 9 0 0 2 0 2 0 0 1 2 0 1 2 4 7 9 6 : 3 0 P M 0 2 1 3 1 5 0 2 2 8 0 0 0 0 0 5 2 0 5 0 0 2 1 0 0 0 8 0 8 4 4 6 6: 4 5 P M 0 1 8 0 1 3 0 1 9 3 0 0 0 0 0 4 2 2 7 0 0 2 3 1 0 0 1 2 0 1 2 4 3 6 Ho u r l y T o t a l 0 9 1 6 4 6 0 9 6 2 0 0 0 0 0 1 8 8 4 2 0 0 8 6 0 0 0 5 0 0 5 0 1 8 7 2 Gr a n d T o t a l 0 1 0 1 4 5 5 2 7 0 1 0 6 7 2 0 0 0 0 0 2 6 5 9 7 8 0 0 2 3 1 0 0 6 8 2 0 5 4 7 0 5 4 9 2 1 2 8 9 Ap p r o a c h % 0 . 0 9 5 . 1 4 . 9 0 . 0 - 0 . 0 0 . 0 0 . 0 0 . 0 - 2 . 6 9 7 . 1 0 . 0 0 . 2 - 0 . 4 0 . 0 9 9 . 6 0 . 0- - To t a l % 0 . 0 4 7 . 7 2 . 5 0 . 0 5 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 2 4 5 . 9 0 . 0 0 . 1 4 7 . 3 0 . 0 0 . 0 2 .6 0 . 0 2 . 6 - Li g h t s 0 9 9 7 6 5 1 7 0 1 0 4 9 3 0 0 0 0 0 2 5 7 9 6 1 1 0 2 3 9 8 9 1 2 0 5 4 0 0 5 4 2 2 0 9 2 6 % L i g h t s - 9 8 . 3 9 8 . 1 - 9 8 . 3 - - - - - 9 7 . 0 9 8 . 3 - 1 0 0 . 0 9 8 . 2 1 0 0 . 0 - 9 8 . 7 - 9 8 . 7 9 8 . 3 Me d i u m s 0 1 3 7 9 0 1 4 6 0 0 0 0 0 7 1 3 8 0 0 1 4 5 00 5 0 5 2 9 6 % M e d i u m s - 1 . 4 1 . 7 - 1 . 4 - - - - - 2 . 6 1 . 4 - 0 . 0 1 . 4 0 . 0 - 0 . 9 - 0 . 9 1 . 4 Ar t i c u l a t e d T r u c k s 0 3 2 1 0 3 3 0 0 0 0 0 1 3 1 0 0 3 2 00 2 0 2 6 7 % A r t i c u l a t e d T r u c k s - 0 . 3 0 . 2 - 0 . 3 - - - - - 0 . 4 0 . 3 - 0 . 0 0 . 3 0 . 0 - 0 . 4 - 0 . 4 0 . 3 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 - -