Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1208 10 48 843 10 10
Future Vol, veh/h 1208 10 48 843 10 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 150 - 0 -
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 1285 11 51 897 11 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1296 0 1842 648
Stage 1 - - - - 1291 -
Stage 2 - - - - 551 -
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 - - 531 - 67 413
Stage 1 - - - - 222 -
Stage 2 - - - - 541 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 531 - 61 413
Mov Cap-2 Maneuver - - - - 61 -
Stage 1 - - - - 222 -
Stage 2 - - - - 489 -
Approach EB WB NB
HCM Control Delay, s 0 0.7 47.3
HCM LOS E
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 106 - - 531 -
HCM Lane V/C Ratio 0.201 - - 0.096 -
HCM Control Delay (s) 47.3 - - 12.5 -
HCM Lane LOS E - - B -
HCM 95th %tile Q(veh) 0.7 - - 0.3 -
HCM 6th Signalized Intersection Summary YEAR 2050 + P PM 4: Las Flores Dr & S. Santa Fe Ave 10/21/2024
Santa Fe Las Flores Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 1076 92 40 733 90 55 10 30 60 10 40 Future Volume (veh/h) 68 1076 92 40 733 90 55 10 30 60 10 40 Initial Q (Qb), veh 000000000000
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 76 1196 102 44 814 100 61 11 33 67 11 44 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 151 1236 105 93 1216 542 153 51 154 181 41 166 Arrive On Green 0.08 0.37 0.37 0.05 0.34 0.34 0.09 0.12 0.12 0.10 0.13 0.13 Sat Flow, veh/h 1781 3314 282 1781 3554 1585 1781 412 1236 1781 327 1308 Grp Volume(v), veh/h 76 640 658 44 814 100 61 0 44 67 0 55 Grp Sat Flow(s),veh/h/ln 1781 1777 1820 1781 1777 1585 1781 0 1648 1781 0 1635 Q Serve(g_s), s 2.4 20.9 21.0 1.4 11.5 2.6 1.9 0.0 1.4 2.1 0.0 1.8 Cycle Q Clear(g_c), s 2.4 20.9 21.0 1.4 11.5 2.6 1.9 0.0 1.4 2.1 0.0 1.8 Prop In Lane 1.00 0.16 1.00 1.00 1.00 0.75 1.00 0.80
Lane Grp Cap(c), veh/h 151 662 678 93 1216 542 153 0 205 181 0 207 V/C Ratio(X) 0.50 0.97 0.97 0.47 0.67 0.18 0.40 0.00 0.21 0.37 0.00 0.27 Avail Cap(c_a), veh/h 214 662 678 184 1271 567 241 0 977 341 0 1039 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.8 18.1 18.2 27.2 16.6 13.6 25.5 0.0 23.3 24.7 0.0 23.3 Incr Delay (d2), s/veh 2.6 26.8 27.1 3.7 1.3 0.2 1.7 0.0 0.5 1.3 0.0 0.7 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(50%),veh/ln 1.0 11.7 12.0 0.6 4.0 0.9 0.8 0.0 0.6 0.9 0.0 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.4 44.9 45.2 30.9 17.9 13.8 27.2 0.0 23.8 26.0 0.0 24.0 LnGrp LOS CDDCBBCACCAC
Approach Vol, veh/h 1374 958 105 122
Approach Delay, s/veh 44.2 18.0 25.8 25.1
Approach LOS D B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.6 27.4 10.6 13.5 9.4 25.6 10.7 13.3 Change Period (Y+Rc), s 4.5 5.4 5.5 6.0 4.4 5.4 * 4.7 6.0 Max Green Setting (Gmax), s 6.1 22.0 8.0 37.5 7.1 21.1 * 11 35.0 Max Q Clear Time (g_c+I1), s 3.4 23.0 3.9 3.8 4.4 13.5 4.1 3.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 0.0 3.2 0.1 0.2 Intersection Summary
HCM 6th Ctrl Delay 32.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC YEAR 2050 + P PM
5: Las Flores Dr & Hollencrest Rd 10/21/2024
Santa Fe Las Flores Synchro 11 Report
Intersection
Int Delay, s/veh 2.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 10 23 82 10 41 111
Future Vol, veh/h 10 23 82 10 41 111
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 85 85 85 85 85 85
Heavy Vehicles, % 2 22222
Mvmt Flow 12 27 96 12 48 131
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 329 102 0 0 108 0
Stage 1 102 -----
Stage 2 227 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 665 953 - - 1483 -
Stage 1 922 -----
Stage 2 811 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 642 953 - - 1483 -
Mov Cap-2 Maneuver 642 -----
Stage 1 922 -----
Stage 2 783 -----
Approach WB NB SB
HCM Control Delay, s 9.5 0 2
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 831 1483 -
HCM Lane V/C Ratio - - 0.047 0.033 -
HCM Control Delay (s) - - 9.5 7.5 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0.1 -
HCM 6th Signalized Intersection Summary YEAR 2050 + P PM 6: W. Mission Rd/S. Santa Fe Ave & N. Rancho Santa Fe Rd 10/21/2024 Santa Fe Las Flores Synchro 11 Report
Movement EBL EBR NBL NBT SBU SBT SBR
Lane Configurations
Traffic Volume (veh/h) 468 490 230 525 0 993 273
Future Volume (veh/h) 468 490 230 525 0 993 273
Initial Q (Qb), veh 0000 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 503 527 247 565 1068 294
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 2222 22
Cap, veh/h 727 991 258 2158 1387 618
Arrive On Green 0.21 0.21 0.14 0.61 0.39 0.39
Sat Flow, veh/h 3456 2790 1781 3647 3647 1585
Grp Volume(v), veh/h 503 527 247 565 1068 294
Grp Sat Flow(s),veh/h/ln 1728 1395 1781 1777 1777 1585
Q Serve(g_s), s 9.3 10.4 9.5 5.1 18.1 9.6
Cycle Q Clear(g_c), s 9.3 10.4 9.5 5.1 18.1 9.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 727 991 258 2158 1387 618
V/C Ratio(X) 0.69 0.53 0.96 0.26 0.77 0.48
Avail Cap(c_a), veh/h 900 1130 258 2158 1769 789
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 1.00
Uniform Delay (d), s/veh 25.2 17.7 29.3 6.3 18.4 15.8
Incr Delay (d2), s/veh 1.7 0.4 44.5 0.1 1.6 0.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.6 0.1 6.9 1.4 6.5 3.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.9 18.2 73.8 6.4 20.0 16.3
LnGrp LOS C B E A B B
Approach Vol, veh/h 1030 812 1362
Approach Delay, s/veh 22.4 26.9 19.2
Approach LOS C C B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 48.1 21.0 15.0 33.1
Change Period (Y+Rc), s * 6.1 6.5 5.0 * 6.1
Max Green Setting (Gmax), s * 39 18.0 10.0 * 34
Max Q Clear Time (g_c+I1), s 7.1 12.4 11.5 20.1
Green Ext Time (p_c), s 3.9 2.2 0.0 6.9
Intersection Summary
HCM 6th Ctrl Delay 22.2
HCM 6th LOS C
Notes
User approved ignoring U-Turning movement.
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.
HCM 6th TWSC YEAR 2050 + P PM
7: Capalina Rd & Hollencrest Rd 10/21/2024
Santa Fe Las Flores Synchro 11 Report
Intersection
Int Delay, s/veh 1.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 111 172 93 41 10
Future Vol, veh/h 0 111 172 93 41 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 2 22222
Mvmt Flow 0 134 207 112 49 12
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 319 0 - 0 397 263
Stage 1 - - - - 263 -
Stage 2 - - - - 134 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1241 - - - 608 776
Stage 1 - - - - 781 -
Stage 2 - - - - 892 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1241 - - - 608 776
Mov Cap-2 Maneuver - - - - 608 -
Stage 1 - - - - 781 -
Stage 2 - - - - 892 -
Approach EB WB SB
HCM Control Delay, s 0 0 11.3
HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1241 - - - 635
HCM Lane V/C Ratio ---- 0.097
HCM Control Delay (s) 0 - - - 11.3
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0 - - - 0.3
HCM 6th Signalized Intersection Summary YEAR 2050 + P PM 8: N. Rancho Santa Fe Rd & Capalina Rd 10/21/2024
Santa Fe Las Flores Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 10 30 122 90 40 30 215 868 110 20 483 30 Future Volume (veh/h) 10 30 122 90 40 30 215 868 110 20 483 30 Initial Q (Qb), veh 000000000000
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 11 33 136 100 44 33 239 964 122 22 537 33 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 74 224 190 335 499 423 211 1062 134 31 794 49 Arrive On Green 0.04 0.12 0.12 0.19 0.27 0.27 0.12 0.33 0.33 0.02 0.23 0.23 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 3173 402 1781 3401 209 Grp Volume(v), veh/h 11 33 136 100 44 33 239 540 546 22 280 290 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1777 1798 1781 1777 1833 Q Serve(g_s), s 0.4 1.1 5.6 3.3 1.2 1.1 8.0 19.6 19.6 0.8 9.7 9.7 Cycle Q Clear(g_c), s 0.4 1.1 5.6 3.3 1.2 1.1 8.0 19.6 19.6 0.8 9.7 9.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.22 1.00 0.11
Lane Grp Cap(c), veh/h 74 224 190 335 499 423 211 594 601 31 415 428 V/C Ratio(X) 0.15 0.15 0.72 0.30 0.09 0.08 1.13 0.91 0.91 0.70 0.68 0.68 Avail Cap(c_a), veh/h 410 832 705 410 832 705 211 609 616 92 490 506 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 31.2 26.6 28.6 23.5 18.6 18.5 29.7 21.4 21.4 32.9 23.5 23.5 Incr Delay (d2), s/veh 0.9 0.3 5.0 0.5 0.1 0.1 101.4 17.3 17.2 25.0 2.9 2.9 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(50%),veh/ln 0.2 0.5 2.3 1.4 0.5 0.4 9.1 9.9 10.0 0.6 4.0 4.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.1 26.9 33.5 24.0 18.6 18.6 131.1 38.7 38.6 57.9 26.4 26.4 LnGrp LOS CCCCBBFDDECC
Approach Vol, veh/h 180 177 1325 592
Approach Delay, s/veh 32.2 21.7 55.4 27.6
Approach LOS C C E C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.2 28.9 16.7 14.6 14.0 22.1 6.8 24.5 Change Period (Y+Rc), s 6.0 6.4 4.0 6.5 6.0 6.4 4.0 6.5 Max Green Setting (Gmax), s 3.5 23.1 15.5 30.0 8.0 18.6 15.5 30.0 Max Q Clear Time (g_c+I1), s 2.8 21.6 5.3 7.6 10.0 11.7 2.4 3.2 Green Ext Time (p_c), s 0.0 1.0 0.2 0.6 0.0 1.8 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-24-3940 Santa Fe Flores Project
N:\3940 - Santa Fe Flores\Report\Appendices\Appendix Cover Pages.docx
APPENDIX J
SIGHT DISTANCE EXHIBIT