HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 152 - - 334 -
HCM Lane V/C Ratio 1.566 - - 0.605 -
HCM Ctrl Dly (s/v) $ 337.3 - - 30.9 -
HCM Lane LOS F - - D -
HCM 95th %tile Q(veh) 16.2 - - 3.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon 5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 Future Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 285 1599 713 178 1385 618 359 487 413 148 449 380 Arrive On Green 0.16 0.45 0.45 0.10 0.39 0.39 0.10 0.26 0.26 0.08 0.24 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 10.6 27.8 6.6 5.7 24.6 3.6 5.5 3.1 3.7 4.4 3.8 11.4 Cycle Q Clear(g_c), s 10.6 27.8 6.6 5.7 24.6 3.6 5.5 3.1 3.7 4.4 3.8 11.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 285 1599 713 178 1385 618 359 487 413 148 449 380 V/C Ratio(X) 0.75 0.78 0.25 0.63 0.77 0.15 0.59 0.16 0.19 0.59 0.21 0.58 Avail Cap(c_a), veh/h 465 2217 989 294 1876 837 498 487 413 237 449 380 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 21.8 16.0 40.6 25.0 18.5 40.1 26.8 27.0 41.4 28.5 31.4 Incr Delay (d2), s/veh 3.9 1.2 0.2 3.7 1.4 0.1 1.6 0.7 1.0 3.7 1.1 6.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 8.3 15.9 4.0 4.6 14.8 2.2 4.3 2.6 2.6 3.6 3.1 8.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.4 23.0 16.2 44.2 26.4 18.7 41.7 27.5 28.0 45.1 29.6 37.6 L n G r p L O S DCBDCBDCCDCD
Approach Vol, veh/h 1634 1274 373 400
Approach Delay, s/veh 24.7 27.4 35.7 37.4
A p p r o a c h L O S CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.3 26.9 11.9 44.7 12.2 25.0 17.5 39.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 21.5 13.5 56.5 11.5 20.5 22.5 47.5 Max Q Clear Time (g_c+I1), s 6.4 5.7 7.7 29.8 7.5 13.4 12.6 26.6 Green Ext Time (p_c), s 0.1 0.5 0.1 10.4 0.2 0.7 0.4 7.5 Intersection Summary
HCM 7th Control Delay, s/veh 28.1
HCM 7th LOS C
6: Watson Road & US Highway 74
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 1317 118 209 1734 59 233
Future Volume (veh/h) 1317 118 209 1734 59 233
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1386 124 220 1825 62 245
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 1911 170 275 2680 67 263
Arrive On Green 0.58 0.58 0.15 0.75 0.20 0.20
Sat Flow, veh/h 3394 294 1781 3647 326 1290
Grp Volume(v), veh/h 743 767 220 1825 308 0
Grp Sat Flow(s),veh/h/ln1777 1817 1781 1777 1622 0
Q Serve(g_s), s 36.3 36.9 14.3 31.1 22.4 0.0
Cycle Q Clear(g_c), s 36.3 36.9 14.3 31.1 22.4 0.0
Prop In Lane 0.16 1.00 0.20 0.80
Lane Grp Cap(c), veh/h 1029 1052 275 2680 331 0
V/C Ratio(X) 0.72 0.73 0.80 0.68 0.93 0.00
Avail Cap(c_a), veh/h 1029 1052 334 2680 331 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 18.3 18.4 49.0 7.5 46.9 0.0
Incr Delay (d2), s/veh 4.4 4.4 10.9 1.4 34.5 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln20.9 21.6 11.4 14.2 17.9 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 22.7 22.8 59.9 8.9 81.4 0.0
LnGrp LOS C C E A F
Approach Vol, veh/h 1510 2045 308
Approach Delay, s/veh 22.7 14.4 81.4
Approach LOS C B F
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s21.0 72.0 93.0 27.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s20.5 63.5 88.5 22.5
Max Q Clear Time (g_c+I1), s16.3 38.9 33.1 24.4
Green Ext Time (p_c), s 0.2 11.2 23.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 23.0
HCM 7th LOS C
1: Trumble Road & Watson Road
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 9.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 26 65 264 48 1 69 0 269 0 0 0
Future Vol, veh/h 0 26 65 264 48 1 69 0 269 0 0 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
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
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 27 66 269 49 1 70 0 274 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 50 0 0 93 0 0 647 648 60 615 681 49 Stage 1 - ----- 6 0 6 0- 5 8 8 5 8 8-
Stage 2 - ----- 5 8 8 5 8 9- 2 7 9 3-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 - - 1502 - - 384 389 1006 404 373 1019 Stage 1 - ----- 9 5 2 8 4 5- 4 9 5 4 9 6-
Stage 2 - ----- 4 9 5 4 9 6- 9 9 1 8 1 8-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1557 - - 1502 - - 313 317 1006 239 304 1019 Mov Cap-2 Maneuver - ----- 3 1 3 3 1 7- 2 3 9 3 0 4-
Stage 1 - ----- 9 5 2 8 4 5- 4 0 4 4 0 4-
Stage 2 - ----- 4 0 4 4 0 4- 7 2 0 8 1 8-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 6.68 15.24 0
HCM LOS C A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 693 1557 - - 1460 - - -
HCM Lane V/C Ratio 0.498 - - - 0.179 - - -
HCM Ctrl Dly (s/v) 15.2 0 - - 7.9 0 - 0
HCM Lane LOS C A - - A A - A
HCM 95th %tile Q(veh) 2.8 0 - - 0.7 - - -
2: Trumble Road & Driveway 1
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 7 2 336 9 6 323
Future Vol, veh/h 7 2 336 9 6 323
Conflicting Peds, #/hr 0 0 0 0 0 0
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 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 7 2 354 9 6 340
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 711 358 0 0 363 0
Stage 1 358 -----
Stage 2 353 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 399 686 - - 1195 -
Stage 1 707 -----
Stage 2 711 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 397 686 - - 1195 -
Mov Cap-2 Maneuver 504 -----
Stage 1 707 -----
Stage 2 708 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 11.84 0 0.15
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 536 1195 -
HCM Lane V/C Ratio - - 0.018 0.005 -
HCM Ctrl Dly (s/v) - - 11.8 8 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0 -
3: Trumble Road & Driveway 2
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 1 209 1 1010 3 0 1 2 64 2 9 50 F u t u r e V o l , v e h / h 1 209 1 1010 3 0 1 2 64 2 9 50 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 1 309 1 2010 3 1 7 2 74 3 1 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 636 663 311 649 649 331 311 0 0 344 0 0 Stage 1 319 319 - 331 331 -------
Stage 2 317 344 - 319 319 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 391 382 730 383 388 711 1250 - - 1215 - - Stage 1 693 653 - 683 645 -------
Stage 2 694 637 - 693 653 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 389 380 730 376 387 711 1250 - - 1215 - - Mov Cap-2 Maneuver 559 526 - 551 533 -------
Stage 1 690 651 - 683 645 -------
Stage 2 693 637 - 681 651 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.01 11.56 0 0.11
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1250 - - 622 561 1215 - -
HCM Lane V/C Ratio - - - 0.036 0.023 0.003 - -
HCM Ctrl Dly (s/v) 0 - - 11 11.6 8 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - -
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 0 67 0 0 0 75 316 0 0 293 14
Future Vol, veh/h 11 0 67 0 0 0 75 316 0 0 293 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 12 0 71 0 0 0 79 333 0 0 308 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 806 806 316 799 814 333 323 0 0 333 0 0 Stage 1 316 316 - 491 491 -------
Stage 2 491 491 - 308 323 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 300 315 725 304 312 709 1237 - - 1227 - - Stage 1 695 655 - 559 548 -------
Stage 2 559 548 - 702 650 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 281 295 725 257 292 709 1237 - - 1227 - - Mov Cap-2 Maneuver 456 449 - 422 433 -------
Stage 1 695 655 - 524 513 -------
Stage 2 524 513 - 633 650 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 10.87 0 1.56 0
HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1237 - - 456 725 - 1227 - -
HCM Lane V/C Ratio 0.064 - - 0.025 0.097 ----
HCM Ctrl Dly (s/v) 8.1 - - 13.1 10.5 0 0 - -
HCM Lane LOS A - - BBAA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.3 - 0 - -
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 15 2050 With Prj AM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 Future Volume (veh/h) 201 1181 170 106 1016 88 202 76 76 83 89 208 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 212 1243 179 112 1069 93 213 80 80 87 94 219 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 245 1021 865 111 799 69 200 211 211 111 98 228 Arrive On Green 0.14 0.55 0.55 0.06 0.47 0.47 0.11 0.25 0.25 0.06 0.20 0.20 Sat Flow, veh/h 1781 1870 1585 1781 1696 148 1781 858 858 1781 499 1162 Grp Volume(v), veh/h 212 1243 179 112 0 1162 213 0 160 87 0 313 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1844 1781 0 1716 1781 0 1661 Q Serve(g_s), s 14.0 65.5 6.9 7.5 0.0 56.5 13.5 0.0 9.3 5.8 0.0 22.4 Cycle Q Clear(g_c), s 14.0 65.5 6.9 7.5 0.0 56.5 13.5 0.0 9.3 5.8 0.0 22.4 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.50 1.00 0.70
Lane Grp Cap(c), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 V/C Ratio(X) 0.87 1.22 0.21 1.01 0.00 1.34 1.06 0.00 0.38 0.78 0.00 0.96 Avail Cap(c_a), veh/h 245 1021 865 111 0 868 200 0 422 111 0 325 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.7 27.3 14.0 56.3 0.0 31.8 53.2 0.0 37.6 55.4 0.0 47.8 Incr Delay (d2), s/veh 26.1 106.9 0.1 86.9 0.0 160.1 81.2 0.0 2.6 29.3 0.0 41.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 12.4 79.6 4.3 10.0 0.0 90.6 16.3 0.0 7.6 6.2 0.0 18.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 76.8 134.2 14.1 143.2 0.0 191.9 134.5 0.0 40.2 84.7 0.0 89.0 LnGrp LOS E F B F F F D F F
Approach Vol, veh/h 1634 1274 373 400
Approach Delay, s/veh 113.6 187.6 94.0 88.1
A p p r o a c h L O S FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 32.0 10.0 68.0 16.0 26.0 19.0 59.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 27.5 5.5 63.5 11.5 21.5 14.5 54.5 Max Q Clear Time (g_c+I1), s 7.8 11.3 9.5 67.5 15.5 24.4 16.0 58.5 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 134.4
HCM 7th LOS F
6: Watson Road & US Highway 74
HCM 7th TWSC 15 2050 With Prj AM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 22.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1317 118 209 1734 59 233
Future Vol, veh/h 1317 118 209 1734 59 233
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1386 124 220 1825 62 245
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1511 0 2801 755
Stage 1 - - - - 1448 -
Stage 2 - - - - 1353 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 439 - ~ 15 351
Stage 1 - - - - 182 -
Stage 2 - - - - 205 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 439 - ~ 7 351
Mov Cap-2 Maneuver - - - - 83 -
Stage 1 - - - - 182 -
Stage 2 - - - - 102 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.28 268.99
HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 212 - - 439 -
HCM Lane V/C Ratio 1.449 - - 0.501 -
HCM Ctrl Dly (s/v) 269 - - 21.2 -
HCM Lane LOS F - - C -
HCM 95th %tile Q(veh) 18.2 - - 2.7 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon 5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 Future Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 234 1632 728 140 1446 645 453 520 441 140 422 358 Arrive On Green 0.13 0.46 0.46 0.08 0.41 0.41 0.13 0.28 0.28 0.08 0.23 0.23 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1781 1870 1585 Q Serve(g_s), s 9.2 27.5 12.2 7.5 24.0 3.0 10.2 3.8 14.8 5.1 4.8 13.2 Cycle Q Clear(g_c), s 9.2 27.5 12.2 7.5 24.0 3.0 10.2 3.8 14.8 5.1 4.8 13.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 234 1632 728 140 1446 645 453 520 441 140 422 358 V/C Ratio(X) 0.76 0.76 0.42 1.75 0.73 0.12 0.83 0.19 0.64 0.69 0.27 0.67 Avail Cap(c_a), veh/h 234 2555 1140 140 2369 1057 453 520 441 140 422 358 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.9 21.3 17.2 43.9 23.9 17.6 40.4 26.2 30.2 42.8 30.4 33.7 Incr Delay (d2), s/veh 13.7 0.7 0.4 363.9 0.7 0.1 12.6 0.8 6.9 13.5 1.6 9.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 8.3 15.6 7.4 28.1 14.3 1.9 8.7 3.2 10.2 4.8 4.1 9.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.6 22.1 17.6 407.7 24.6 17.7 52.9 27.0 37.0 56.3 32.0 43.3 LnGrp LOS D C B F C B D C D E C D
Approach Vol, veh/h 1717 1384 756 452
Approach Delay, s/veh 24.6 92.0 43.7 43.2
Approach LOS C F D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 46.3 15.0 24.0 15.0 41.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 7.1 16.8 9.5 29.5 12.2 15.2 11.2 26.0 Green Ext Time (p_c), s 0.0 0.9 0.0 12.3 0.0 0.6 0.0 8.7 Intersection Summary
HCM 7th Control Delay, s/veh 51.5
HCM 7th LOS D
6: Watson Road & US Highway 74
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM - Cir Imp Trumble Watson Cir Imp.syn
Synchro 12 Report Page 2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 1679 48 192 1419 75 161
Future Volume (veh/h) 1679 48 192 1419 75 161
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 1767 51 202 1494 79 169
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 2168 62 256 2769 93 200
Arrive On Green 0.61 0.61 0.14 0.78 0.18 0.18
Sat Flow, veh/h 3621 101 1781 3647 521 1115
Grp Volume(v), veh/h 887 931 202 1494 249 0
Grp Sat Flow(s),veh/h/ln1777 1852 1781 1777 1644 0
Q Serve(g_s), s 46.1 46.8 13.1 19.2 17.6 0.0
Cycle Q Clear(g_c), s 46.1 46.8 13.1 19.2 17.6 0.0
Prop In Lane 0.05 1.00 0.32 0.68
Lane Grp Cap(c), veh/h 1092 1138 256 2769 294 0
V/C Ratio(X) 0.81 0.82 0.79 0.54 0.85 0.00
Avail Cap(c_a), veh/h 1092 1138 289 2769 294 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 17.8 17.9 49.6 5.0 47.6 0.0
Incr Delay (d2), s/veh 6.6 6.6 12.3 0.8 24.7 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(95%),veh/ln25.5 26.7 10.8 8.9 14.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.4 24.5 61.9 5.8 72.3 0.0
LnGrp LOS C C E A E
Approach Vol, veh/h 1818 1696 249
Approach Delay, s/veh 24.4 12.5 72.3
Approach LOS C B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s19.7 76.3 96.0 24.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s17.5 69.5 91.5 19.5
Max Q Clear Time (g_c+I1), s15.1 48.8 21.2 19.6
Green Ext Time (p_c), s 0.1 13.1 16.3 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 22.2
HCM 7th LOS C
1: Trumble Road & Watson Road
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 1
Intersection
Int Delay, s/veh 8.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 40 43 240 22 0 41 0 192 0 1 0
Future Vol, veh/h 0 40 43 240 22 0 41 0 192 0 1 0
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 0 42 45 253 23 0 43 0 202 0 1 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 23 0 0 87 0 0 594 593 65 571 616 23 Stage 1 - ----- 6 5 6 5- 5 2 8 5 2 8-
Stage 2 - ----- 5 2 9 5 2 8- 4 2 8 7-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 C r i t i c a l H d w y S t g 1 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- C r i t i c a l H d w y S t g 2 ------ 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1592 - - 1509 - - 417 418 999 432 406 1054 Stage 1 - ----- 9 4 6 8 4 1- 5 3 4 5 2 7-
Stage 2 - ----- 5 3 3 5 2 7- 9 7 2 8 2 2-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1592 - - 1509 - - 345 347 999 286 337 1054 Mov Cap-2 Maneuver - ----- 3 4 5 3 4 7- 2 8 6 3 3 7-
Stage 1 - ----- 9 4 6 8 4 1- 4 4 3 4 3 8-
Stage 2 - ----- 4 4 2 4 3 8- 7 7 6 8 2 2-
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 7.21 12.12 15.71
HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 749 1592 - - 1489 - - 337
HCM Lane V/C Ratio 0.327 - - - 0.167 - - 0.003
HCM Ctrl Dly (s/v) 12.1 0 - - 7.9 0 - 15.7
HCM Lane LOS B A - - A A - C
HCM 95th %tile Q(veh) 1.4 0 - - 0.6 - - 0
2: Trumble Road & Driveway 1
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 2
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 6 227 8 2 282
Future Vol, veh/h 13 6 227 8 2 282
Conflicting Peds, #/hr 0 0 0 0 0 0
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 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 14 6 239 8 2 297
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 544 243 0 0 247 0
Stage 1 243 -----
Stage 2 301 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
C r i t i c a l H d w y S t g 1 5 . 4 2-----
C r i t i c a l H d w y S t g 2 5 . 4 2-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 500 796 - - 1318 -
Stage 1 797 -----
Stage 2 751 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 499 796 - - 1318 -
Mov Cap-2 Maneuver 580 -----
Stage 1 797 -----
Stage 2 750 -----
Approach WB NB SB
HCM Ctrl Dly, s/v 10.86 0 0.05
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 634 1318 -
HCM Lane V/C Ratio - - 0.032 0.002 -
HCM Ctrl Dly (s/v) - - 10.9 7.7 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0 -
3: Trumble Road & Driveway 2
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 3
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
T r a f f i c V o l , v e h / h 005 3 0044 2 0 6 1 31 2 8 10 F u t u r e V o l , v e h / h 005 3 0044 2 0 6 1 31 2 8 10 C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 0-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
M v m t F l o w 005 3 2044 2 1 7 1 41 2 9 60
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 523 537 296 530 530 224 296 0 0 231 0 0 Stage 1 298 298 - 232 232 -------
Stage 2 225 239 - 298 298 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 464 450 744 460 455 816 1266 - - 1337 - - Stage 1 711 667 - 771 712 -------
Stage 2 777 708 - 711 667 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 460 449 744 454 453 816 1266 - - 1337 - - Mov Cap-2 Maneuver 611 574 - 605 575 -------
Stage 1 710 666 - 768 710 -------
Stage 2 771 705 - 705 666 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.88 11.12 0.14 0.03
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1266 - - 744 624 1337 - -
HCM Lane V/C Ratio 0.003 - - 0.007 0.057 0.001 - -
HCM Ctrl Dly (s/v) 7.9 - - 9.9 11.1 7.7 - -
HCM Lane LOS A - - A B A - -
HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - -
4: Trumble Road & Illinois Avenue
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 4
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 100 1 0 0 63 203 0 0 299 14
Future Vol, veh/h 15 0 100 1 0 0 63 203 0 0 299 14
C o n f l i c t i n g P e d s , # / h r 000000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 98 ----- 9 9-- 0--
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
H e a v y V e h i c l e s , % 222222222222
Mvmt Flow 16 0 105 1 0 0 66 214 0 0 315 15
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 668 668 322 661 676 214 329 0 0 214 0 0 Stage 1 322 322 - 346 346 -------
Stage 2 346 346 - 315 329 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - C r i t i c a l H d w y S t g 1 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- C r i t i c a l H d w y S t g 2 6 . 1 2 5 . 5 2- 6 . 1 2 5 . 5 2------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 372 379 719 376 375 826 1230 - - 1356 - - Stage 1 690 651 - 669 635 -------
Stage 2 669 635 - 696 646 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 352 358 719 303 355 826 1230 - - 1356 - - Mov Cap-2 Maneuver 528 507 - 455 485 -------
Stage 1 690 651 - 633 601 -------
Stage 2 633 601 - 594 646 -------
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.02 12.93 1.92 0
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1230 - - 528 719 455 1356 - -
HCM Lane V/C Ratio 0.054 - - 0.03 0.146 0.002 - - -
HCM Ctrl Dly (s/v) 8.1 - - 12 10.9 12.9 0 - -
HCM Lane LOS A - - BBBA - -
HCM 95th %tile Q(veh) 0.2 - - 0.1 0.5 0 0 - -
5: Trumble Road & Ethanac Road
HCM 7th Signalized Intersection Summary 16 2050 With Prj PM Trumble Watson.syn
Synchro 12 Report Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 Future Volume (veh/h) 169 1174 288 233 1006 76 359 92 267 92 109 228 I n i t i a l Q ( Q b ) , v e h 000000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 1236 303 245 1059 80 378 97 281 97 115 240 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 186 1068 905 111 909 69 186 93 271 111 97 202 Arrive On Green 0.10 0.57 0.57 0.06 0.53 0.53 0.10 0.22 0.22 0.06 0.18 0.18 Sat Flow, veh/h 1781 1870 1585 1781 1717 130 1781 423 1226 1781 540 1127 Grp Volume(v), veh/h 178 1236 303 245 0 1139 378 0 378 97 0 355 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 0 1847 1781 0 1650 1781 0 1667 Q Serve(g_s), s 11.9 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.5 0.0 21.5 Cycle Q Clear(g_c), s 11.9 68.5 12.2 7.5 0.0 63.5 12.5 0.0 26.5 6.5 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.07 1.00 0.74 1.00 0.68
Lane Grp Cap(c), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 V/C Ratio(X) 0.96 1.16 0.33 2.20 0.00 1.17 2.04 0.00 1.04 0.87 0.00 1.19 Avail Cap(c_a), veh/h 186 1068 905 111 0 977 186 0 364 111 0 299 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.5 25.8 13.7 56.3 0.0 28.3 53.7 0.0 46.8 55.8 0.0 49.3 Incr Delay (d2), s/veh 54.1 81.7 0.2 568.5 0.0 85.7 485.1 0.0 57.2 47.8 0.0 113.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 12.6 70.4 7.3 33.5 0.0 67.3 48.2 0.0 23.8 7.7 0.0 27.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 107.6 107.5 13.9 624.7 0.0 113.9 538.8 0.0 104.0 103.6 0.0 162.4 L n G r p L O S F F B FF FF FF
Approach Vol, veh/h 1717 1384 756 452
Approach Delay, s/veh 91.0 204.4 321.4 149.8
A p p r o a c h L O S FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 29.0 10.0 71.0 15.0 24.0 15.0 66.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 24.5 5.5 66.5 10.5 19.5 10.5 61.5 Max Q Clear Time (g_c+I1), s 8.5 28.5 9.5 70.5 14.5 23.5 13.9 65.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 174.0
HCM 7th LOS F
6: Watson Road & US Highway 74
HCM 7th TWSC 16 2050 With Prj PM
Trumble Watson.syn
Synchro 12 Report Page 6
Intersection
Int Delay, s/veh 28.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1679 48 192 1419 75 161
Future Vol, veh/h 1679 48 192 1419 75 161
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 147 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1767 51 202 1494 79 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1818 0 2944 909
Stage 1 - - - - 1793 -
Stage 2 - - - - 1151 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 333 - ~ 12 278
Stage 1 - - - - 118 -
Stage 2 - - - - 263 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 333 - ~ 5 278
Mov Cap-2 Maneuver - - - - ~ 71 -
Stage 1 - - - - 118 -
Stage 2 - - - - 104 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.71 $ 404.38
HCM LOS F
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 145 - - 333 -
HCM Lane V/C Ratio 1.718 - - 0.606 -
HCM Ctrl Dly (s/v) $ 404.4 - - 31.1 -
HCM Lane LOS F - - D -
HCM 95th %tile Q(veh) 18.1 - - 3.8 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon