Agenda packet — St. Helena City Council, May 5, 2026 (part 5 of 7)

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 420 40
Future Volume (veh/h) 420 40
Initial Q (Qb), veh 12 0
Lane Width Adj. 1.00 1.00
Ped-Bike Adj(A_pbT) 0.86
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1318 1856
Adj Flow Rate, veh/h 433 37
Peak Hour Factor 0.97 0.97
Percent Heavy Veh, % 3 3
Cap, veh/h 515 26
Arrive On Green 0.40 0.40
Sat Flow, veh/h 1180 101
Grp Volume(v), veh/h 0 470
Grp Sat Flow(s),veh/h/ln 0 1281
Q Serve(g_s), s 0.0 24.1
Cycle Q Clear(g_c), s 0.0 24.1
Prop In Lane 0.08
Lane Grp Cap(c), veh/h 0 541
V/C Ratio(X) 0.00 0.87
Avail Cap(c_a), veh/h 0 582
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 0.00 1.00
Uniform Delay (d), s/veh 0.0 20.3
Incr Delay (d2), s/veh 0.0 11.8
Initial Q Delay(d3), s/veh 0.0 27.0
%ile BackOfQ(50%),veh/ln 0.0 13.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 59.1
LnGrp LOS E
Approach Vol, veh/h 625
Approach Delay, s/veh 53.7
Approach LOS D
Timer - Assigned Phs

Page 604 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 150 60 10 160 50 40 50 10 40 40 10 Future Vol, veh/h 10 150 60 10 160 50 40 50 10 40 40 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 163 65 11 174 54 43 54 11 43 43 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach LeftSB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh9.7 9.8 9.3 9.2

HCM LOS A A A A
Lane NBLn1EBLn1WBLn1SBLn1
Vol Left, % 40% 5% 5% 44%
Vol Thru, % 50% 68% 73% 44%
Vol Right, % 10% 27% 23% 11%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 100 220 220 90
LT Vol 40 10 10 40
Through Vol 50 150 160 40
RT Vol 10 60 50 10
Lane Flow Rate 109 239 239 98
Geometry Grp 1 1 1 1
Degree of Util (X) 0.157 0.306 0.308 0.142
Departure Headway (Hd) 5.206 4.614 4.64 5.224
Convergence, Y/N Yes Yes Yes Yes
Cap 684 775 770 681
Service Time 3.279 2.669 2.695 3.299
HCM Lane V/C Ratio 0.159 0.308 0.31 0.144
HCM Control Delay, s/veh 9.3 9.7 9.8 9.2
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 1.3 1.3 0.5

Page 605 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 120 10 0 130 0 10 0 0 0 0 20
Future Vol, veh/h 20 120 10 0 130 0 10 0 0 0 0 20
Conflicting Peds, #/hr 1 0 6 6 0 1 0 0 4 4 0 0
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 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 28 167 14 0 181 0 14 0 0 0 0 28
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 182 0 0 187 0 0 416 417 184 408 424 182 Stage 1 - - - - - - 235 235 - 182 182 -
Stage 2 - - - - - - 181 182 - 226 242 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1370 - - 1364 - - 540 521 849 547 516 851 Stage 1 - - - - - - 759 703 - 811 742 -
Stage 2 - - - - - - 812 742 - 767 698 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1369 - - 1356 - - 508 506 841 532 501 850 Mov Cap-2 Maneuver - - - - - - 508 506 - 532 501 -
Stage 1 - - - - - - 738 683 - 810 741 -
Stage 2 - - - - - - 785 741 - 747 678 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.02 0 12.29 9.38

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 508 236 - - 1356 - - 850
HCM Lane V/C Ratio 0.027 0.02 - - - - - 0.033
HCM Ctrl Dly (s/v) 12.3 7.7 0 - 0 - - 9.4
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.1

Page 606 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 20 20 380 70 30 460
Future Vol, veh/h 20 20 380 70 30 460
Conflicting Peds, #/hr 172 3 0 301 301 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 99 99 99 99 99 99
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 20 20 384 71 30 465
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1417 723 0 0 756 0
Stage 1 720 - - - - -
Stage 2 697 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 150 424 - - 851 -
Stage 1 480 - - - - -
Stage 2 492 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 85 302 - - 607 -
Mov Cap-2 Maneuver 205 - - - - -
Stage 1 343 - - - - -
Stage 2 391 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 22.63 0 0.69

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 244 607 -
HCM Lane V/C Ratio - - 0.165 0.05 -
HCM Ctrl Dly (s/v) - - 22.6 11.2 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.6 0.2 -

Page 607 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 7.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 40 20 30 20 60 10 20 40 50 40 20
Future Vol, veh/h 40 40 20 30 20 60 10 20 40 50 40 20
Conflicting Peds, #/hr 17 0 49 17 0 49 5 0 17 3 0 5
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 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 43 43 21 32 21 64 11 21 43 53 43 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 134 0 0 113 0 0 299 385 119 321 364 107 Stage 1 - - - - - - 187 187 - 166 166 -
Stage 2 - - - - - - 111 198 - 155 198 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1444 - - 1470 - - 652 547 930 630 562 944 Stage 1 - - - - - - 812 743 - 834 759 -
Stage 2 - - - - - - 891 735 - 845 735 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1377 - - 1402 - - 522 470 872 508 483 896 Mov Cap-2 Maneuver - - - - - - 522 470 - 508 483 -
Stage 1 - - - - - - 749 686 - 776 706 -
Stage 2 - - - - - - 794 684 - 741 678 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.08 2.08 11.25 13.5

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 651 675 - - 427 - - 540
HCM Lane V/C Ratio 0.114 0.031 - - 0.023 - - 0.217
HCM Ctrl Dly (s/v) 11.2 7.7 0 - 7.6 0 - 13.5
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.4 0.1 - - 0.1 - - 0.8

Page 608 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
17: Mitchell Dr & Oak Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 20 0 30 70 90 10
Future Vol, veh/h 20 0 30 70 90 10
Conflicting Peds, #/hr 3 0 0 3 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - 20 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 81 81 81 81 81 81
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 25 0 37 86 111 12
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 126 0 - 0 89 41
Stage 1 - - - - 40 -
Stage 2 - - - - 49 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1454 - - - 909 1027
Stage 1 - - - - 980 -
Stage 2 - - - - 971 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1449 - - - 888 1023
Mov Cap-2 Maneuver - - - - 888 -
Stage 1 - - - - 960 -
Stage 2 - - - - 968 -
Approach EB WB SB
HCM Ctrl Dly, s/v 7.53 0 9.63

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1449 - - - 900
HCM Lane V/C Ratio 0.017 - - - 0.137
HCM Ctrl Dly (s/v) 7.5 0 - - 9.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.5

Page 609 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL
Lane Configurations
Traffic Volume (veh/h) 0 0 140 110 30 40 90 460 50 40
Future Volume (veh/h) 0 0 140 110 30 40 90 460 50 40
Initial Q (Qb), veh 0 0 0 0 0 0 0 15 0 0
Lane Width Adj. 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 0.90 1.00 0.93 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 Adj Flow Rate, veh/h 0 0 143 112 31 7 92 469 51 41
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 45 187 225 62 226 168 544 16 117
Arrive On Green 0.00 0.00 0.02 0.16 0.16 0.16 0.10 0.42 0.42 0.07 Sat Flow, veh/h 0 1856 1572 1399 387 1410 1767 1159 126 1767 Grp Volume(v), veh/h 0 0 143 143 0 7 92 0 520 41
Grp Sat Flow(s),veh/h/ln 0 1856 1572 1786 0 1410 1767 0 1285 1767 Q Serve(g_s), s 0.0 0.0 2.0 5.9 0.0 0.3 4.0 0.0 31.8 1.8 Cycle Q Clear(g_c), s 0.0 0.0 2.0 5.9 0.0 0.3 4.0 0.0 31.8 1.8 Prop In Lane 0.00 1.00 0.78 1.00 1.00 0.10 1.00
Lane Grp Cap(c), veh/h 0 45 187 288 0 226 168 0 575 117 V/C Ratio(X) 0.00 0.00 0.76 0.50 0.00 0.03 0.55 0.00 0.90 0.35 Avail Cap(c_a), veh/h 0 46 192 419 0 331 199 0 585 196
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 35.6 31.9 0.0 29.5 36.0 0.0 23.5 37.2 Incr Delay (d2), s/veh 0.0 0.0 14.5 0.5 0.0 0.0 1.0 0.0 16.9 0.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.7 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 3.5 2.6 0.0 0.1 1.8 0.0 21.5 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 50.1 32.4 0.0 29.5 37.0 0.0 91.1 37.9 LnGrp LOS D C C D F D
Approach Vol, veh/h 143 150 612
Approach Delay, s/veh 50.1 32.2 83.0
Approach LOS D C F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.6 39.4 23.0 10.1 41.8 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 9.1 33.8 19.0 9.0 * 37 2.0
Max Q Clear Time (g_c+I1), s 6.0 29.5 7.9 3.8 33.8 4.0
Green Ext Time (p_c), s 0.0 0.3 0.1 0.0 0.3 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 66.1
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 610 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 450 10
Future Volume (veh/h) 450 10
Initial Q (Qb), veh 10 0
Lane Width Adj. 1.00 1.00
Ped-Bike Adj(A_pbT) 0.91
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1318 1318
Adj Flow Rate, veh/h 459 10
Peak Hour Factor 0.98 0.98
Percent Heavy Veh, % 3 3
Cap, veh/h 530 6
Arrive On Green 0.39 0.39
Sat Flow, veh/h 1282 28
Grp Volume(v), veh/h 0 469
Grp Sat Flow(s),veh/h/ln 0 1310
Q Serve(g_s), s 0.0 27.5
Cycle Q Clear(g_c), s 0.0 27.5
Prop In Lane 0.02
Lane Grp Cap(c), veh/h 0 528
V/C Ratio(X) 0.00 0.89
Avail Cap(c_a), veh/h 0 547
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 0.00 1.00
Uniform Delay (d), s/veh 0.0 24.1
Incr Delay (d2), s/veh 0.0 15.3
Initial Q Delay(d3), s/veh 0.0 23.0
%ile BackOfQ(50%),veh/ln 0.0 14.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 62.4
LnGrp LOS E
Approach Vol, veh/h 510
Approach Delay, s/veh 60.4
Approach LOS E
Timer - Assigned Phs

Page 611 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 20 30 40 680 720 20
Future Volume (veh/h) 20 30 40 680 720 20
Initial Q (Qb), veh 0 0 0 15 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 0.97
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 1856 1856 1856 1318 1318 1318
Adj Flow Rate, veh/h 20 1 41 694 735 19
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 3 3 3 3 3 3
Cap, veh/h 88 4 125 982 775 20
Arrive On Green 0.06 0.06 0.07 0.74 0.59 0.59
Sat Flow, veh/h 1601 80 1767 1318 1278 33
Grp Volume(v), veh/h 22 0 41 694 0 754
Grp Sat Flow(s),veh/h/ln1761 0 1767 1318 0 1311
Q Serve(g_s), s 0.8 0.0 1.5 19.4 0.0 36.4
Cycle Q Clear(g_c), s 0.8 0.0 1.5 19.4 0.0 36.4
Prop In Lane 0.91 0.05 1.00 0.03
Lane Grp Cap(c), veh/h 96 0 125 982 0 795
V/C Ratio(X) 0.23 0.00 0.33 0.71 0.00 0.95
Avail Cap(c_a), veh/h 293 0 244 1381 0 1021
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh31.6 0.0 30.8 5.6 0.0 12.6
Incr Delay (d2), s/veh 0.4 0.0 0.6 0.4 0.0 13.6
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 5.7 0.0 0.0
%ile BackOfQ(50%),veh/ln0.4 0.0 0.6 5.5 0.0 10.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.0 0.0 31.4 11.7 0.0 26.2
LnGrp LOS C C B C
Approach Vol, veh/h 22 735 754
Approach Delay, s/veh 32.0 12.8 26.2
Approach LOS C B C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s9.5 48.2 57.7 8.4
Change Period (Y+Rc), s4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 9.1 51.4 * 69 11.0
Max Q Clear Time (g_c+I1), s 3.5 38.4 21.4 2.8
Green Ext Time (p_c), s 0.0 0.7 0.7 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 19.8
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 612 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 10 50 40 710 730 20
Future Vol, veh/h 10 50 40 710 730 20
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 10 51 41 724 745 20
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1565 759 769 0 - 0
Stage 1 759 - - - - -
Stage 2 806 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 122 405 841 - - -
Stage 1 460 - - - - -
Stage 2 438 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 115 403 837 - - -
Mov Cap-2 Maneuver 252 - - - - -
Stage 1 436 - - - - -
Stage 2 436 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 16 0.51 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR
Capacity (veh/h) 837 - 252 403 - -
HCM Lane V/C Ratio 0.049 - 0.041 0.127 - -
HCM Ctrl Dly (s/v) 9.5 - 19.9 15.2 - -
HCM Lane LOS A - C C - -
HCM 95th %tile Q(veh) 0.2 - 0.1 0.4 - -

Page 613 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.3
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 10 60 10 10 40 10
Future Vol, veh/h 10 60 10 10 40 10
Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 13 78 13 13 52 13
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 7 7.4 7.6

HCM LOS A A A
Lane NBLn1 EBLn1 WBLn1
Vol Left, % 80% 0% 50%
Vol Thru, % 0% 14% 50%
Vol Right, % 20% 86% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 50 70 20
LT Vol 40 0 10
Through Vol 0 10 10
RT Vol 10 60 0
Lane Flow Rate 65 91 26
Geometry Grp 1 1 1
Degree of Util (X) 0.076 0.09 0.031
Departure Headway (Hd) 4.193 3.57 4.235
Convergence, Y/N Yes Yes Yes
Cap 853 998 842
Service Time 2.226 1.613 2.279
HCM Lane V/C Ratio 0.076 0.091 0.031
HCM Control Delay, s/veh 7.6 7 7.4
HCM Lane LOS A A A
HCM 95th-tile Q 0.2 0.3 0.1

Page 614 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 20 170 190 50 40 20
Future Vol, veh/h 20 170 190 50 40 20
Conflicting Peds, #/hr 0 0 0 0 0 0
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 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 21 177 198 52 42 21
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 250 0 - 0 443 224
Stage 1 - - - - 224 -
Stage 2 - - - - 219 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1310 - - - 571 813
Stage 1 - - - - 811 -
Stage 2 - - - - 815 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1310 - - - 560 813
Mov Cap-2 Maneuver - - - - 560 -
Stage 1 - - - - 797 -
Stage 2 - - - - 815 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.82 0 11.4

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 189 - - - 625
HCM Lane V/C Ratio 0.016 - - - 0.1
HCM Ctrl Dly (s/v) 7.8 0 - - 11.4
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.3

Page 615 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 120 30 20 200 20 30 10 10 10 10 20 Future Vol, veh/h 30 120 30 20 200 20 30 10 10 10 10 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 34 135 34 22 225 22 34 11 11 11 11 22
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 247 0 0 169 0 0 494 511 152 489 517 236 Stage 1 - - - - - - 219 219 - 281 281 -
Stage 2 - - - - - - 275 292 - 208 236 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1313 - - 1403 - - 484 464 892 488 461 801 Stage 1 - - - - - - 781 720 - 724 677 -
Stage 2 - - - - - - 729 669 - 792 708 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1313 - - 1403 - - 440 445 892 451 442 801 Mov Cap-2 Maneuver - - - - - - 440 445 - 451 442 -
Stage 1 - - - - - - 761 701 - 712 666 -
Stage 2 - - - - - - 685 658 - 750 690 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.3 0.63 13.09 11.82

HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 441 892 1313 - - 1403 - - 573
HCM Lane V/C Ratio 0.102 0.013 0.026 - - 0.016 - - 0.078 HCM Ctrl Dly (s/v) 14.1 9.1 7.8 - - 7.6 - - 11.8
HCM Lane LOS B A A - - A - - B
HCM 95th %tile Q(veh) 0.3 0 0.1 - - 0 - - 0.3

Page 616 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 10 30 20 520 540 20
Future Vol, veh/h 10 30 20 520 540 20
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 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 11 34 22 584 607 22
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1247 618 629 0 - 0
Stage 1 618 - - - - -
Stage 2 629 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 191 487 948 - - -
Stage 1 536 - - - - -
Stage 2 529 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 184 487 948 - - -
Mov Cap-2 Maneuver 184 - - - - -
Stage 1 517 - - - - -
Stage 2 529 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 16.99 0.33 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 67 - 345 - -
HCM Lane V/C Ratio 0.024 - 0.13 - -
HCM Ctrl Dly (s/v) 8.9 0 17 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -

Page 617 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
25: Silverado Trail & Howell Mountain Rd Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 24 26 634 38 12 668
Future Vol, veh/h 24 26 634 38 12 668
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 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 27 29 704 42 13 742
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1494 726 0 0 747 0
Stage 1 726 - - - - -
Stage 2 769 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 135 423 - - 857 -
Stage 1 477 - - - - -
Stage 2 456 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 133 423 - - 857 -
Mov Cap-2 Maneuver 272 - - - - -
Stage 1 477 - - - - -
Stage 2 449 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 17.93 0 0.16

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 334 857 -
HCM Lane V/C Ratio - - 0.166 0.016 -
HCM Ctrl Dly (s/v) - - 17.9 9.3 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.6 0 -

Page 618 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
26: Silverado Trail & Pope Street Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 78 42 76 594 538 154
Future Vol, veh/h 78 42 76 594 538 154
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 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 86 46 84 653 591 169
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1411 591 760 0 - 0
Stage 1 591 - - - - -
Stage 2 820 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 152 505 847 - - -
Stage 1 551 - - - - -
Stage 2 431 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 137 505 847 - - -
Mov Cap-2 Maneuver 273 - - - - -
Stage 1 497 - - - - -
Stage 2 431 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 23.44 1.1 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 847 - 325 - -
HCM Lane V/C Ratio 0.099 - 0.406 - -
HCM Ctrl Dly (s/v) 9.7 - 23.4 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.3 - 1.9 - -

Page 619 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 10 0 0 10 0 690 10 10 730 10
Future Vol, veh/h 0 0 10 0 0 10 0 690 10 10 730 10
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - 150 - -
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 10 0 0 10 0 704 10 10 745 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1474 1485 750 1474 1485 709 755 0 0 714 0 0 Stage 1 770 770 - 709 709 - - - - - - -
Stage 2 704 714 - 765 776 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 104 124 410 104 124 432 851 - - 881 - - Stage 1 392 408 - 423 436 - - - - - - -
Stage 2 426 433 - 394 406 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 100 123 410 100 123 432 851 - - 881 - - Mov Cap-2 Maneuver 100 123 - 100 123 - - - - - - -
Stage 1 387 404 - 423 436 - - - - - - -
Stage 2 416 433 - 380 402 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.01 13.53 0 0.12

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 851 - - 410 432 881 - -
HCM Lane V/C Ratio - - - 0.025 0.024 0.012 - -
HCM Ctrl Dly (s/v) 0 - - 14 13.5 9.1 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - -

Page 620 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 10.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 10 40 60 10 30 20 550 130 40 650 10 Future Vol, veh/h 20 10 40 60 10 30 20 550 130 40 650 10 Conflicting Peds, #/hr 0 0 0 0 0 0 15 0 3 3 0 15
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 21 10 42 63 10 31 21 573 135 42 677 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1400 1534 697 1451 1471 644 703 0 0 711 0 0 Stage 1 781 781 - 685 685 - - - - - - -
Stage 2 620 753 - 766 786 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 117 116 439 108 126 471 890 - - 884 - - Stage 1 387 404 - 436 447 - - - - - - -
Stage 2 474 416 - 394 402 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 92 106 433 82 116 470 878 - - 881 - - Mov Cap-2 Maneuver 92 106 - 82 116 - - - - - - -
Stage 1 363 379 - 425 435 - - - - - - -
Stage 2 422 405 - 330 377 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 40.19 133.83 0.26 0.53

HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 878 - - 173 114 881 - -
HCM Lane V/C Ratio 0.024 - - 0.422 0.917 0.047 - -
HCM Ctrl Dly (s/v) 9.2 - - 40.2 133.8 9.3 - -
HCM Lane LOS A - - E F A - -
HCM 95th %tile Q(veh) 0.1 - - 1.9 5.7 0.1 - -

Page 621 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL
Lane Configurations
Traffic Vol, veh/h 0 10 0 20 10 10 10 90 20 10
Future Vol, veh/h 0 10 0 20 10 10 10 90 20 10
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 11 0 22 11 11 11 97 22 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.5 7.6 7.8 7.7

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 8% 0% 50% 13%
Vol Thru, % 75% 100% 25% 88%
Vol Right, % 17% 0% 25% 0%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 120 10 40 80
LT Vol 10 0 20 10
Through Vol 90 10 10 70
RT Vol 20 0 10 0
Lane Flow Rate 129 11 43 86
Geometry Grp 1 1 1 1
Degree of Util (X) 0.144 0.013 0.052 0.1
Departure Headway (Hd) 4.026 4.468 4.382 4.168
Convergence, Y/N Yes Yes Yes Yes
Cap 884 806 822 853
Service Time 2.081 2.469 2.382 2.227
HCM Lane V/C Ratio 0.146 0.014 0.052 0.101
HCM Control Delay, s/veh 7.8 7.5 7.6 7.7
HCM Lane LOS A A A A
HCM 95th-tile Q 0.5 0 0.2 0.3

Page 622 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh
Intersection LOS
Movement SBT SBR
Lane Configurations
Traffic Vol, veh/h 70 0
Future Vol, veh/h 70 0
Peak Hour Factor 0.93 0.93
Heavy Vehicles, % 3 3
Mvmt Flow 75 0
Number of Lanes 1 0
Approach
Opposing Approach
Opposing Lanes
Conflicting Approach Left
Conflicting Lanes Left
Conflicting Approach Right
Conflicting Lanes Right
HCM Control Delay, s/veh

HCM LOS

Page 623 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 30 10 60 30 20 20 90 80 10 60 10
Future Vol, veh/h 10 30 10 60 30 20 20 90 80 10 60 10
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 12 37 12 74 37 25 25 111 99 12 74 12
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach LeftSB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh8.3 8.9 9 8.4

HCM LOS A A A A
Lane NBLn1EBLn1WBLn1SBLn1
Vol Left, % 11% 20% 55% 13%
Vol Thru, % 47% 60% 27% 75%
Vol Right, % 42% 20% 18% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 190 50 110 80
LT Vol 20 10 60 10
Through Vol 90 30 30 60
RT Vol 80 10 20 10
Lane Flow Rate 235 62 136 99
Geometry Grp 1 1 1 1
Degree of Util (X) 0.281 0.082 0.18 0.127
Departure Headway (Hd) 4.318 4.795 4.778 4.641
Convergence, Y/N Yes Yes Yes Yes
Cap 833 746 750 771
Service Time 2.344 2.834 2.812 2.674
HCM Lane V/C Ratio 0.282 0.083 0.181 0.128
HCM Control Delay, s/veh 9 8.3 8.9 8.4
HCM Lane LOS A A A A
HCM 95th-tile Q 1.2 0.3 0.7 0.4

Page 624 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 40 40 30 40 40 30 90 20 30 70 20
Future Vol, veh/h 40 40 40 30 40 40 30 90 20 30 70 20
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 48 48 48 36 48 48 36 108 24 36 84 24
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach LeftSB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh8.9 8.8 9.2 9

HCM LOS A A A A
Lane NBLn1EBLn1WBLn1SBLn1
Vol Left, % 21% 33% 27% 25%
Vol Thru, % 64% 33% 36% 58%
Vol Right, % 14% 33% 36% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 140 120 110 120
LT Vol 30 40 30 30
Through Vol 90 40 40 70
RT Vol 20 40 40 20
Lane Flow Rate 169 145 133 145
Geometry Grp 1 1 1 1
Degree of Util (X) 0.222 0.19 0.174 0.191
Departure Headway (Hd) 4.743 4.73 4.715 4.766
Convergence, Y/N Yes Yes Yes Yes
Cap 754 755 757 749
Service Time 2.794 2.78 2.767 2.819
HCM Lane V/C Ratio 0.224 0.192 0.176 0.194
HCM Control Delay, s/veh 9.2 8.9 8.8 9
HCM Lane LOS A A A A
HCM 95th-tile Q 0.8 0.7 0.6 0.7

Page 625 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 60 80 420 440 40
Future Vol, veh/h 30 60 80 420 440 40
Conflicting Peds, #/hr 0 155 202 0 0 202
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 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 31 63 83 438 458 42
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1285 836 702 0 - 0
Stage 1 681 - - - - -
Stage 2 604 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 181 365 891 - - -
Stage 1 501 - - - - -
Stage 2 544 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 100 252 719 - - -
Mov Cap-2 Maneuver 220 - - - - -
Stage 1 342 - - - - -
Stage 2 439 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 29.27 1.71 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 288 - 240 - -
HCM Lane V/C Ratio 0.116 - 0.39 - -
HCM Ctrl Dly (s/v) 10.7 0 29.3 - -
HCM Lane LOS B A D - -
HCM 95th %tile Q(veh) 0.4 - 1.8 - -

Page 626 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 90 0 10 200 40 10 0 0 30 0 70
Future Vol, veh/h 30 90 0 10 200 40 10 0 0 30 0 70
Conflicting Peds, #/hr 10 0 7 7 0 10 2 0 0 0 0 2
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 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 34 101 0 11 225 45 11 0 0 34 0 79
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 280 0 0 108 0 0 425 478 108 448 455 259 Stage 1 - - - - - - 176 176 - 280 280 -
Stage 2 - - - - - - 249 302 - 169 176 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1277 - - 1476 - - 538 485 943 519 500 777 Stage 1 - - - - - - 824 752 - 725 678 -
Stage 2 - - - - - - 753 662 - 831 752 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1265 - - 1466 - - 461 460 937 495 473 768 Mov Cap-2 Maneuver - - - - - - 461 460 - 495 473 -
Stage 1 - - - - - - 795 726 - 711 665 -
Stage 2 - - - - - - 668 650 - 808 726 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.98 0.3 13 11.58

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 461 450 - - 70 - - 659
HCM Lane V/C Ratio 0.024 0.027 - - 0.008 - - 0.17
HCM Ctrl Dly (s/v) 13 7.9 0 - 7.5 0 - 11.6
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.6

Page 627 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 34: Silverado Trail & Adams St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL
Lane Configurations
Traffic Volume (veh/h) 10 10 110 20 10 10 120 520 20 10 Future Volume (veh/h) 10 10 110 20 10 10 120 520 20 10
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 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
Parking Bus, Adj 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
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 11 11 9 22 11 0 130 565 21 11
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 32 32 56 45 22 0 167 863 32 25
Arrive On Green 0.04 0.04 0.04 0.04 0.04 0.00 0.09 0.49 0.49 0.01 Sat Flow, veh/h 905 905 1572 1197 599 0 1767 1778 66 1767 Grp Volume(v), veh/h 22 0 9 33 0 0 130 0 586 11
Grp Sat Flow(s),veh/h/ln 1810 0 1572 1796 0 0 1767 0 1844 1767 Q Serve(g_s), s 0.6 0.0 0.3 0.8 0.0 0.0 3.4 0.0 11.2 0.3 Cycle Q Clear(g_c), s 0.6 0.0 0.3 0.8 0.0 0.0 3.4 0.0 11.2 0.3 Prop In Lane 0.50 1.00 0.67 0.00 1.00 0.04 1.00
Lane Grp Cap(c), veh/h 64 0 56 67 0 0 167 0 895 25
V/C Ratio(X) 0.34 0.00 0.16 0.49 0.00 0.00 0.78 0.00 0.66 0.44 Avail Cap(c_a), veh/h 658 0 572 192 0 0 287 0 1301 189
HCM Platoon Ratio 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 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 22.0 0.0 21.9 22.1 0.0 0.0 20.7 0.0 9.1 22.9 Incr Delay (d2), s/veh 3.1 0.0 1.3 5.5 0.0 0.0 7.6 0.0 0.8 11.5 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 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.1 0.4 0.0 0.0 1.5 0.0 3.1 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.1 0.0 23.2 27.6 0.0 0.0 28.3 0.0 9.9 34.3 LnGrp LOS C C C C A C
Approach Vol, veh/h 31 33 716
Approach Delay, s/veh 24.6 27.6 13.2
Approach LOS C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.8 24.3 6.3 6.1 28.1 6.3
Change Period (Y+Rc), s 5.4 5.4 4.6 5.4 5.4 4.6
Max Green Setting (Gmax), s 7.6 30.4 5.0 5.0 33.0 17.0
Max Q Clear Time (g_c+I1), s 5.4 15.6 2.8 2.3 13.2 2.6
Green Ext Time (p_c), s 0.1 3.3 0.0 0.0 3.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 14.6
HCM 7th LOS B

Page 628 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 34: Silverado Trail & Adams St Cumulative Conditions Plus Project Adams Weekend MD Fehr & Peers Synchro 12 Report
Movement SBT SBR
Lane Configurations
Traffic Volume (veh/h) 550 10
Future Volume (veh/h) 550 10
Initial Q (Qb), veh 0 0
Lane Width Adj. 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00
Parking Bus, Adj 1.00 1.00
Work Zone On Approach No
Adj Sat Flow, veh/h/ln 1856 1856
Adj Flow Rate, veh/h 598 10
Peak Hour Factor 0.92 0.92
Percent Heavy Veh, % 3 3
Cap, veh/h 737 12
Arrive On Green 0.40 0.40
Sat Flow, veh/h 1820 30
Grp Volume(v), veh/h 0 608
Grp Sat Flow(s),veh/h/ln 0 1850
Q Serve(g_s), s 0.0 13.6
Cycle Q Clear(g_c), s 0.0 13.6
Prop In Lane 0.02
Lane Grp Cap(c), veh/h 0 749
V/C Ratio(X) 0.00 0.81
Avail Cap(c_a), veh/h 0 1203
HCM Platoon Ratio 1.00 1.00
Upstream Filter(I) 0.00 1.00
Uniform Delay (d), s/veh 0.0 12.3
Incr Delay (d2), s/veh 0.0 2.3
Initial Q Delay(d3), s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 4.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 14.6
LnGrp LOS B
Approach Vol, veh/h 619
Approach Delay, s/veh 14.9
Approach LOS B
Timer - Assigned Phs

Page 629 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 10 85 40 10 41
Future Vol, veh/h 30 10 85 40 10 41
Conflicting Peds, #/hr 0 9 9 0 1 0
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 76 76 76 76 76 76
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 39 13 112 53 13 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 62 0 332 55
Stage 1 - - - - 55 -
Stage 2 - - - - 277 -
Critical Hdwy - - 4.16 - 6.46 6.26
Critical Hdwy Stg 1 - - - - 5.46 -
Critical Hdwy Stg 2 - - - - 5.46 -
Follow-up Hdwy - - 2.254 - 3.554 3.354
Pot Cap-1 Maneuver - - 1516 - 654 1001
Stage 1 - - - - 957 -
Stage 2 - - - - 760 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1503 - 599 992
Mov Cap-2 Maneuver - - - - 599 -
Stage 1 - - - - 949 -
Stage 2 - - - - 701 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 5.16 9.44

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 879 - - 1224 -
HCM Lane V/C Ratio 0.076 - - 0.074 -
HCM Ctrl Dly (s/v) 9.4 - - 7.6 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.2 -

Page 630 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 10.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 40 50 235 30 40 221
Future Vol, veh/h 40 50 235 30 40 221
Conflicting Peds, #/hr 0 3 3 0 0 0
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 69 69 69 69 69 69
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 58 72 341 43 58 320
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 133 0 822 97
Stage 1 - - - - 97 -
Stage 2 - - - - 725 -
Critical Hdwy - - 4.14 - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - 2.236 - 3.536 3.336
Pot Cap-1 Maneuver - - 1439 - 341 953
Stage 1 - - - - 922 -
Stage 2 - - - - 476 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1435 - 257 951
Mov Cap-2 Maneuver - - - - 257 -
Stage 1 - - - - 919 -
Stage 2 - - - - 360 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 7.35 16.99

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 673 - - 1400 -
HCM Lane V/C Ratio 0.562 - - 0.237 -
HCM Ctrl Dly (s/v) 17 - - 8.3 0
HCM Lane LOS C - - A A
HCM 95th %tile Q(veh) 3.5 - - 0.9 -

Page 631 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson AveCumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 14.2
Intersection LOS B
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 180 101 60 210 115
Future Vol, veh/h 30 180 101 60 210 115
Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 42 250 140 83 292 160
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 11.9 10.7 17.5

HCM LOS B B C
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 14% 65%
Vol Thru, % 63% 0% 35%
Vol Right, % 37% 86% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 161 210 325
LT Vol 0 30 210
Through Vol 101 0 115
RT Vol 60 180 0
Lane Flow Rate 224 292 451
Geometry Grp 1 1 1
Degree of Util (X) 0.322 0.42 0.653
Departure Headway (Hd) 5.179 5.183 5.209
Convergence, Y/N Yes Yes Yes
Cap 693 694 695
Service Time 3.214 3.219 3.236
HCM Lane V/C Ratio 0.323 0.421 0.649
HCM Control Delay, s/veh 10.7 11.9 17.5
HCM Lane LOS B B C
HCM 95th-tile Q 1.4 2.1 4.9

Page 632 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 10 20 131 115 10
Future Vol, veh/h 10 10 20 131 115 10
Conflicting Peds, #/hr 2 0 0 2 1 0
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 72 72 72 72 72 72
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 14 14 28 182 160 14
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 212 0 - 0 163 121
Stage 1 - - - - 121 -
Stage 2 - - - - 43 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1353 - - - 825 928
Stage 1 - - - - 902 -
Stage 2 - - - - 977 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1350 - - - 813 926
Mov Cap-2 Maneuver - - - - 813 -
Stage 1 - - - - 891 -
Stage 2 - - - - 975 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.85 0 10.55

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 900 - - - 821
HCM Lane V/C Ratio 0.01 - - - 0.211
HCM Ctrl Dly (s/v) 7.7 0 - - 10.6
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.8

Page 633 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 0 10 30 0 30 10 720 40 30 900 10
Future Vol, veh/h 10 0 10 30 0 30 10 720 40 30 900 10
Conflicting Peds, #/hr 0 0 5 5 0 0 13 0 2 2 0 13
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
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
Heavy Vehicles, % 8 8 8 8 8 8 8 8 8 8 8 8
Mvmt Flow 11 0 11 32 0 32 11 758 42 32 947 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1808 1852 971 1818 1836 781 971 0 0 802 0 0 Stage 1 1029 1029 - 802 802 - - - - - - -
Stage 2 779 823 - 1016 1034 - - - - - - -
Critical Hdwy 7.18 6.58 6.28 7.18 6.58 6.28 4.18 - - 4.18 - - Critical Hdwy Stg 1 6.18 5.58 - 6.18 5.58 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.18 5.58 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.572 4.072 3.372 2.272 - - 2.272 - - Pot Cap-1 Maneuver 59 72 299 58 73 385 686 - - 796 - -
Stage 1 275 304 - 369 388 - - - - - - -
Stage 2 380 379 - 280 302 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 51 67 294 53 68 385 678 - - 794 - -
Mov Cap-2 Maneuver 51 67 - 53 68 - - - - - - -
Stage 1 261 288 - 362 381 - - - - - - -
Stage 2 343 373 - 258 286 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 59.77 103.35 0.13 0.31

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 678 - - 86 92 794 - -
HCM Lane V/C Ratio 0.016 - - 0.244 0.684 0.04 - -
HCM Ctrl Dly (s/v) 10.4 - - 59.8 103.3 9.7 - -
HCM Lane LOS B - - F F A - -
HCM 95th %tile Q(veh) 0 - - 0.9 3.4 0.1 - -

Page 634 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 30 50 740 810 130
Future Vol, veh/h 30 30 50 740 810 130
Conflicting Peds, #/hr 0 4 8 0 0 8
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 96 96 96 96 96 96
Heavy Vehicles, % 8 8 8 8 8 8
Mvmt Flow 31 31 52 771 844 135
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1794 923 987 0 - 0
Stage 1 919 - - - - -
Stage 2 875 - - - - -
Critical Hdwy 6.48 6.28 4.18 - - -
Critical Hdwy Stg 1 5.48 - - - - -
Critical Hdwy Stg 2 5.48 - - - - -
Follow-up Hdwy 3.572 3.372 2.272 - - -
Pot Cap-1 Maneuver 85 319 677 - - -
Stage 1 379 - - - - -
Stage 2 398 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 73 315 672 - - -
Mov Cap-2 Maneuver 73 - - - - -
Stage 1 325 - - - - -
Stage 2 395 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 65.5 0.68 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 114 - 118 - -
HCM Lane V/C Ratio 0.078 - 0.529 - -
HCM Ctrl Dly (s/v) 10.8 0 65.5 - -
HCM Lane LOS B A F - -
HCM 95th %tile Q(veh) 0.3 - 2.5 - -

Page 635 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 160 50 15 20 60 80 19 550 20 120 540 180 Future Volume (veh/h) 160 50 15 20 60 80 19 550 20 120 540 180 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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) 0.99 0.99 1.00 0.99 1.00 0.97 1.00 0.97 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 1811 1811 1811 1811 1811 1811 1811 1287 1287 1811 1287 1287 Adj Flow Rate, veh/h 190 60 16 24 71 66 23 655 23 143 643 204 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 174 40 11 59 141 117 61 857 30 313 646 205
Arrive On Green 0.17 0.17 0.17 0.17 0.17 0.17 0.69 0.69 0.69 0.69 0.69 0.69 Sat Flow, veh/h 755 238 64 162 840 696 630 1234 43 737 930 295 Grp Volume(v), veh/h 266 0 0 161 0 0 23 0 678 143 0 847 Grp Sat Flow(s),veh/h/ln 1057 0 0 1699 0 0 630 0 1278 737 0 1225 Q Serve(g_s), s 10.4 0.0 0.0 0.0 0.0 0.0 1.3 0.0 44.9 20.3 0.0 89.0 Cycle Q Clear(g_c), s 21.8 0.0 0.0 11.4 0.0 0.0 90.3 0.0 44.9 65.2 0.0 89.0 Prop In Lane 0.71 0.06 0.15 0.41 1.00 0.03 1.00 0.24
Lane Grp Cap(c), veh/h 225 0 0 317 0 0 61 0 887 313 0 851 V/C Ratio(X) 1.18 0.00 0.00 0.51 0.00 0.00 0.37 0.00 0.76 0.46 0.00 1.00 Avail Cap(c_a), veh/h 225 0 0 317 0 0 61 0 887 313 0 851 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 57.4 0.0 0.0 49.8 0.0 0.0 64.8 0.0 12.9 34.1 0.0 19.7 Incr Delay (d2), s/veh 118.6 0.0 0.0 0.6 0.0 0.0 1.4 0.0 3.6 0.4 0.0 29.7 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 14.9 0.0 0.0 4.9 0.0 0.0 0.8 0.0 13.0 3.7 0.0 30.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 176.0 0.0 0.0 50.4 0.0 0.0 66.2 0.0 16.5 34.5 0.0 49.4 LnGrp LOS F D E B C D
Approach Vol, veh/h 266 161 701 990
Approach Delay, s/veh 176.0 50.4 18.1 47.2
Approach LOS F D B D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 99.0 31.0 99.0 31.0
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 90.3 21.8 90.3 21.8
Max Q Clear Time (g_c+I1), s 92.3 23.8 91.0 13.4
Green Ext Time (p_c), s 0.0 0.0 0.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 54.0
HCM 7th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

Page 636 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 150 10 20 120 20
Future Vol, veh/h 30 150 10 20 120 20
Conflicting Peds, #/hr 0 1 1 0 3 0
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 67 67 67 67 67 67
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 45 224 15 30 179 30
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 270 0 220 158
Stage 1 - - - - 158 -
Stage 2 - - - - 63 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1288 - 766 885
Stage 1 - - - - 868 -
Stage 2 - - - - 957 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1287 - 754 884
Mov Cap-2 Maneuver - - - - 754 -
Stage 1 - - - - 868 -
Stage 2 - - - - 943 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.61 11.41

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 770 - - 600 -
HCM Lane V/C Ratio 0.271 - - 0.012 -
HCM Ctrl Dly (s/v) 11.4 - - 7.8 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.1 - - 0 -

Page 637 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 90 40 30 70 40 50 489 50 70 435 70 Future Volume (veh/h) 60 90 40 30 70 40 50 489 50 70 435 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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) 0.96 0.94 0.97 0.92 1.00 0.99 1.00 0.96 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 1796 1796 1796 1796 1796 1796 1796 1276 1276 1796 1276 1796 Adj Flow Rate, veh/h 63 94 31 31 73 25 52 509 48 73 453 67 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 7 7 7 7 7 7 7 7 7 7 7 7
Cap, veh/h 130 148 43 99 177 53 133 530 50 157 513 76
Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.08 0.46 0.46 0.09 0.48 0.48 Sat Flow, veh/h 420 907 262 253 1083 321 1711 1148 108 1711 1080 160 Grp Volume(v), veh/h 188 0 0 129 0 0 52 0 557 73 0 520
Grp Sat Flow(s),veh/h/ln 1588 0 0 1657 0 0 1711 0 1256 1711 0 1240 Q Serve(g_s), s 3.1 0.0 0.0 0.0 0.0 0.0 2.3 0.0 33.5 3.2 0.0 29.6 Cycle Q Clear(g_c), s 8.4 0.0 0.0 5.3 0.0 0.0 2.3 0.0 33.5 3.2 0.0 29.6 Prop In Lane 0.34 0.16 0.24 0.19 1.00 0.09 1.00 0.13
Lane Grp Cap(c), veh/h 322 0 0 328 0 0 133 0 580 157 0 589 V/C Ratio(X) 0.58 0.00 0.00 0.39 0.00 0.00 0.39 0.00 0.96 0.47 0.00 0.88 Avail Cap(c_a), veh/h 404 0 0 413 0 0 200 0 671 200 0 663 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 30.7 0.0 0.0 29.5 0.0 0.0 34.2 0.0 20.3 33.6 0.0 18.5 Incr Delay (d2), s/veh 0.6 0.0 0.0 0.3 0.0 0.0 0.7 0.0 22.8 0.8 0.0 11.4 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 3.3 0.0 0.0 2.2 0.0 0.0 1.0 0.0 12.7 1.3 0.0 9.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 31.3 0.0 0.0 29.8 0.0 0.0 34.9 0.0 43.2 34.4 0.0 29.9 LnGrp LOS C C C D C C
Approach Vol, veh/h 188 129 609 593
Approach Delay, s/veh 31.3 29.8 42.5 30.5
Approach LOS C C D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.8 45.8 21.5 11.9 44.7 21.5
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 9.1 41.7 17.1 9.1 41.7 17.1 Max Q Clear Time (g_c+I1), s 4.3 31.6 7.3 5.2 35.5 10.4 Green Ext Time (p_c), s 0.0 0.6 0.1 0.0 0.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 35.3
HCM 7th LOS D

Page 638 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh11.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 100 80 20 50 40 80 110 60 60 70 20 Future Vol, veh/h 30 100 80 20 50 40 80 110 60 60 70 20 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 37 122 98 24 61 49 98 134 73 73 85 24
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh11.5 10 12.4 10.7

HCM LOS B A B B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 32% 14% 18% 40%
Vol Thru, % 44% 48% 45% 47%
Vol Right, % 24% 38% 36% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 250 210 110 150
LT Vol 80 30 20 60
Through Vol 110 100 50 70
RT Vol 60 80 40 20
Lane Flow Rate 305 256 134 183
Geometry Grp 1 1 1 1
Degree of Util (X) 0.444 0.377 0.206 0.28
Departure Headway (Hd) 5.244 5.3 5.527 5.511
Convergence, Y/N Yes Yes Yes Yes
Cap 686 679 648 651
Service Time 3.285 3.343 3.578 3.557
HCM Lane V/C Ratio 0.445 0.377 0.207 0.281
HCM Control Delay, s/veh 12.4 11.5 10 10.7
HCM Lane LOS B B A B
HCM 95th-tile Q 2.3 1.8 0.8 1.1

Page 639 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 90 30 0 30 10 10 0 0 0 0 10
Future Vol, veh/h 40 90 30 0 30 10 10 0 0 0 0 10
Conflicting Peds, #/hr 6 0 4 4 0 6 2 0 4 4 0 2
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 76 76 76 76 76 76 76 76 76 76 76 76
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 53 118 39 0 39 13 13 0 0 0 0 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 59 0 0 162 0 0 289 306 146 280 319 54 Stage 1 - - - - - - 247 247 - 52 52 -
Stage 2 - - - - - - 41 59 - 228 267 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1539 - - 1411 - - 661 606 898 671 596 1010 Stage 1 - - - - - - 754 700 - 958 850 -
Stage 2 - - - - - - 971 844 - 773 686 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1530 - - 1405 - - 624 577 891 639 568 1003 Mov Cap-2 Maneuver - - - - - - 624 577 - 639 568 -
Stage 1 - - - - - - 723 671 - 953 845 -
Stage 2 - - - - - - 956 839 - 741 658 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.86 0 10.89 8.64

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 624 429 - - 1405 - - 1003
HCM Lane V/C Ratio 0.021 0.034 - - - - - 0.013
HCM Ctrl Dly (s/v) 10.9 7.4 0 - 0 - - 8.6
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0

Page 640 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 40 20 569 110 20 485
Future Vol, veh/h 40 20 569 110 20 485
Conflicting Peds, #/hr 22 0 0 17 17 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 9 9 9 9 9 9
Mvmt Flow 42 21 599 116 21 511
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1248 674 0 0 732 0
Stage 1 674 - - - - -
Stage 2 575 - - - - -
Critical Hdwy 6.49 6.29 - - 4.19 -
Critical Hdwy Stg 1 5.49 - - - - -
Critical Hdwy Stg 2 5.49 - - - - -
Follow-up Hdwy 3.581 3.381 - - 2.281 -
Pot Cap-1 Maneuver 185 443 - - 842 -
Stage 1 494 - - - - -
Stage 2 549 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 174 436 - - 828 -
Mov Cap-2 Maneuver 309 - - - - -
Stage 1 486 - - - - -
Stage 2 524 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 17.88 0 0.37

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 342 828 -
HCM Lane V/C Ratio - - 0.185 0.025 -
HCM Ctrl Dly (s/v) - - 17.9 9.5 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.7 0.1 -

Page 641 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 6.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 60 20 10 40 190 10 10 10 140 10 10 Future Vol, veh/h 50 60 20 10 40 190 10 10 10 140 10 10 Conflicting Peds, #/hr 4 0 30 4 0 30 3 0 4 4 0 3
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 80 80 80 80 80 80 80 80 80 80 80 80
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 63 75 25 13 50 238 13 13 13 175 13 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 318 0 0 130 0 0 327 585 122 434 479 202 Stage 1 - - - - - - 243 243 - 224 224 -
Stage 2 - - - - - - 84 343 - 210 255 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1237 - - 1449 - - 624 422 927 530 484 837 Stage 1 - - - - - - 759 703 - 777 717 -
Stage 2 - - - - - - 921 636 - 790 695 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1202 - - 1408 - - 541 372 897 458 427 810 Mov Cap-2 Maneuver - - - - - - 541 372 - 458 427 -
Stage 1 - - - - - - 696 645 - 746 689 -
Stage 2 - - - - - - 878 611 - 719 637 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.14 0.32 12.3 18.27

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 531 659 - - 64 - - 469
HCM Lane V/C Ratio 0.071 0.052 - - 0.009 - - 0.427
HCM Ctrl Dly (s/v) 12.3 8.2 0 - 7.6 0 - 18.3
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 2.1

Page 642 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
17: Oak Ave & Mitchell Dr Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 11.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 30 10 12 40 60 10 150 10 120 92 20 Future Vol, veh/h 30 30 10 12 40 60 10 150 10 120 92 20 Conflicting Peds, #/hr 3 0 0 0 0 3 0 0 0 0 0 1
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 87 87 92 92 87 87 92 92 92 87 92 87
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 34 34 11 13 46 69 11 163 11 138 100 23
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 118 0 0 45 0 0 232 253 40 295 224 84 Stage 1 - - - - - - 109 109 - 110 110 -
Stage 2 - - - - - - 123 144 - 185 114 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1464 - - 1556 - - 721 649 1029 656 673 972 Stage 1 - - - - - - 894 803 - 893 803 -
Stage 2 - - - - - - 879 776 - 814 799 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1460 - - 1556 - - 578 625 1029 467 649 968 Mov Cap-2 Maneuver - - - - - - 578 625 - 467 649 -
Stage 1 - - - - - - 872 784 - 883 793 -
Stage 2 - - - - - - 742 767 - 623 780 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.25 0.75 12.94 17.27

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 637 742 - - 164 - - 551
HCM Lane V/C Ratio 0.29 0.024 - - 0.008 - - 0.473
HCM Ctrl Dly (s/v) 12.9 7.5 0 - 7.3 0 - 17.3
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 1.2 0.1 - - 0 - - 2.5

Page 643 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 170 188 52 150 80 569 80 100 437 10 Future Volume (veh/h) 0 0 170 188 52 150 80 569 80 100 437 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 0.97 1.00 0.98 1.00 0.99 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 1811 1811 1811 1811 1811 1811 1811 1287 1287 1811 1287 1287 Adj Flow Rate, veh/h 0 0 173 192 53 48 82 581 82 102 446 10 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 0 30 132 214 59 233 120 593 84 125 680 15
Arrive On Green 0.00 0.00 0.02 0.16 0.16 0.16 0.07 0.54 0.54 0.07 0.54 0.54 Sat Flow, veh/h 0 1811 1535 1366 377 1491 1725 1099 155 1725 1253 28 Grp Volume(v), veh/h 0 0 173 245 0 48 82 0 663 102 0 456 Grp Sat Flow(s),veh/h/ln 0 1811 1535 1743 0 1491 1725 0 1255 1725 0 1281 Q Serve(g_s), s 0.0 0.0 2.0 16.8 0.0 3.4 5.6 0.0 62.7 7.1 0.0 30.7 Cycle Q Clear(g_c), s 0.0 0.0 2.0 16.8 0.0 3.4 5.6 0.0 62.7 7.1 0.0 30.7 Prop In Lane 0.00 1.00 0.78 1.00 1.00 0.12 1.00 0.02
Lane Grp Cap(c), veh/h 0 30 132 273 0 233 120 0 677 125 0 696 V/C Ratio(X) 0.00 0.00 1.31 0.90 0.00 0.21 0.68 0.00 0.98 0.82 0.00 0.66 Avail Cap(c_a), veh/h 0 30 132 420 0 360 297 0 858 177 0 756 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) 0.00 0.00 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 0.0 0.0 55.5 50.3 0.0 44.7 55.2 0.0 27.3 55.5 0.0 19.7 Incr Delay (d2), s/veh 0.0 0.0 184.3 11.0 0.0 0.2 2.6 0.0 21.8 12.1 0.0 1.3 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 0.0 0.0 10.8 8.2 0.0 1.3 2.6 0.0 22.2 3.5 0.0 9.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 239.8 61.3 0.0 44.8 57.8 0.0 49.1 67.7 0.0 21.0 LnGrp LOS F E D E D E C
Approach Vol, veh/h 173 293 745 558
Approach Delay, s/veh 239.8 58.6 50.0 29.6
Approach LOS F E D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.1 73.6 28.7 13.5 73.3 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 20.9 71.7 29.3 12.5 * 83 2.0 Max Q Clear Time (g_c+I1), s 7.6 32.7 18.8 9.1 64.7 4.0 Green Ext Time (p_c), s 0.0 0.6 0.2 0.0 0.9 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 63.5
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

Page 644 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 20 190 140 839 735 80
Future Volume (veh/h) 20 190 140 839 735 80
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 0.99 1.00 0.98
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 1781 1781 1781 1266 1266 1266
Adj Flow Rate, veh/h 22 17 152 912 799 85
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 8 8 8 8 8 8
Cap, veh/h 55 42 168 1063 794 84
Arrive On Green 0.06 0.06 0.10 0.84 0.71 0.71
Sat Flow, veh/h 885 684 1697 1266 1122 119
Grp Volume(v), veh/h 40 0 152 912 0 884
Grp Sat Flow(s),veh/h/ln1609 0 1697 1266 0 1241
Q Serve(g_s), s 3.4 0.0 12.5 58.0 0.0 99.6
Cycle Q Clear(g_c), s 3.4 0.0 12.5 58.0 0.0 99.6
Prop In Lane 0.55 0.42 1.00 0.10
Lane Grp Cap(c), veh/h 99 0 168 1063 0 879
V/C Ratio(X) 0.40 0.00 0.91 0.86 0.00 1.01
Avail Cap(c_a), veh/h 206 0 168 1099 0 879
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 63.5 0.0 62.8 6.4 0.0 20.5
Incr Delay (d2), s/veh 1.0 0.0 42.8 6.4 0.0 31.9
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.4 0.0 7.4 12.1 0.0 32.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 64.5 0.0 105.6 12.8 0.0 52.4
LnGrp LOS E F B F
Approach Vol, veh/h 40 1064 884
Approach Delay, s/veh 64.5 26.1 52.4
Approach LOS E C D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s18.6 108.7 127.3 13.4
Change Period (Y+Rc), s 4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 13.9 99.6 * 1.2E+02 18.0
Max Q Clear Time (g_c+I1), s 14.5 101.6 60.0 5.4
Green Ext Time (p_c), s 0.0 0.0 1.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 38.6
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 645 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 20 105 91 959 885 40
Future Vol, veh/h 20 105 91 959 885 40
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 99 99 99 99 99 99
Heavy Vehicles, % 9 9 9 9 9 9
Mvmt Flow 20 106 92 969 894 40
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2068 915 935 0 - 0
Stage 1 915 - - - - -
Stage 2 1153 - - - - -
Critical Hdwy 6.49 6.29 4.19 - - -
Critical Hdwy Stg 1 5.49 - - - - -
Critical Hdwy Stg 2 5.49 - - - - -
Follow-up Hdwy 3.581 3.381 2.281 - - -
Pot Cap-1 Maneuver 57 321 704 - - -
Stage 1 379 - - - - -
Stage 2 291 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 49 320 704 - - -
Mov Cap-2 Maneuver 164 - - - - -
Stage 1 329 - - - - -
Stage 2 291 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 23.04 0.94 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 704 - 164 320 - -
HCM Lane V/C Ratio 0.131 - 0.124 0.331 - -
HCM Ctrl Dly (s/v) 10.9 - 30.1 21.7 - -
HCM Lane LOS B - D C - -
HCM 95th %tile Q(veh) 0.4 - 0.4 1.4 - -

Page 646 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.9
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 20 80 20 30 110 10
Future Vol, veh/h 20 80 20 30 110 10
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 24 95 24 36 131 12
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 7.4 7.8 8.4

HCM LOS A A A
Lane NBLn1 EBLn1 WBLn1
Vol Left, % 92% 0% 40%
Vol Thru, % 0% 20% 60%
Vol Right, % 8% 80% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 120 100 50
LT Vol 110 0 20
Through Vol 0 20 30
RT Vol 10 80 0
Lane Flow Rate 143 119 60
Geometry Grp 1 1 1
Degree of Util (X) 0.174 0.128 0.074
Departure Headway (Hd) 4.392 3.878 4.488
Convergence, Y/N Yes Yes Yes
Cap 807 930 802
Service Time 2.473 1.88 2.491
HCM Lane V/C Ratio 0.177 0.128 0.075
HCM Control Delay, s/veh 8.4 7.4 7.8
HCM Lane LOS A A A
HCM 95th-tile Q 0.6 0.4 0.2

Page 647 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 210 390 90 100 30
Future Vol, veh/h 10 210 390 90 100 30
Conflicting Peds, #/hr 1 0 0 1 1 1
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 79 79 79 79 79 79
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 13 266 494 114 127 38
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 609 0 - 0 844 553
Stage 1 - - - - 552 -
Stage 2 - - - - 292 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 965 - - - 332 531
Stage 1 - - - - 575 -
Stage 2 - - - - 755 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 964 - - - 327 530
Mov Cap-2 Maneuver - - - - 327 -
Stage 1 - - - - 566 -
Stage 2 - - - - 755 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.4 0 23.3

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 82 - - - 358
HCM Lane V/C Ratio 0.013 - - - 0.459
HCM Ctrl Dly (s/v) 8.8 0 - - 23.3
HCM Lane LOS A A - - C
HCM 95th %tile Q(veh) 0 - - - 2.3

Page 648 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 15.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 180 120 90 320 10 120 0 50 10 10 20 Future Vol, veh/h 20 180 120 90 320 10 120 0 50 10 10 20 Conflicting Peds, #/hr 2 0 1 1 0 2 3 0 1 1 0 3
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 26 234 156 117 416 13 156 0 65 13 13 26
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 431 0 0 391 0 0 1023 1029 314 945 1100 427 Stage 1 - - - - - - 365 365 - 658 658 -
Stage 2 - - - - - - 659 664 - 287 443 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1124 - - 1162 - - 213 233 724 241 211 625 Stage 1 - - - - - - 652 622 - 452 460 -
Stage 2 - - - - - - 451 457 - 719 574 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1121 - - 1161 - - 167 204 723 192 185 622 Mov Cap-2 Maneuver - - - - - - 167 204 - 192 185 -
Stage 1 - - - - - - 637 607 - 405 413 -
Stage 2 - - - - - - 376 410 - 638 560 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.52 1.81 78.63 20.14

HCM LOS F C
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 167 723 1121 - - 1161 - - 289
HCM Lane V/C Ratio 0.931 0.09 0.023 - - 0.101 - - 0.18
HCM Ctrl Dly (s/v) 107 10.5 8.3 - - 8.4 - - 20.1
HCM Lane LOS F B A - - A - - C
HCM 95th %tile Q(veh) 7 0.3 0.1 - - 0.3 - - 0.6

Page 649 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 20 20 30 560 630 30
Future Vol, veh/h 20 20 30 560 630 30
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 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 21 21 31 583 656 31
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1318 672 688 0 - 0
Stage 1 672 - - - - -
Stage 2 646 - - - - -
Critical Hdwy 6.46 6.26 4.16 - - -
Critical Hdwy Stg 1 5.46 - - - - -
Critical Hdwy Stg 2 5.46 - - - - -
Follow-up Hdwy 3.554 3.354 2.254 - - -
Pot Cap-1 Maneuver 170 449 888 - - -
Stage 1 500 - - - - -
Stage 2 514 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 161 449 888 - - -
Mov Cap-2 Maneuver 161 - - - - -
Stage 1 474 - - - - -
Stage 2 514 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 23.37 0.47 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 92 - 237 - -
HCM Lane V/C Ratio 0.035 - 0.176 - -
HCM Ctrl Dly (s/v) 9.2 0 23.4 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.6 - -

Page 650 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
25: Silverado Trail & Howell Mountain RdCumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 10 580 40 10 640
Future Vol, veh/h 30 10 580 40 10 640
Conflicting Peds, #/hr 1 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 31 10 592 41 10 653
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1287 612 0 0 633 0
Stage 1 612 - - - - -
Stage 2 674 - - - - -
Critical Hdwy 6.46 6.26 - - 4.16 -
Critical Hdwy Stg 1 5.46 - - - - -
Critical Hdwy Stg 2 5.46 - - - - -
Follow-up Hdwy 3.554 3.354 - - 2.254 -
Pot Cap-1 Maneuver 178 486 - - 931 -
Stage 1 533 - - - - -
Stage 2 499 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 176 486 - - 931 -
Mov Cap-2 Maneuver 314 - - - - -
Stage 1 533 - - - - -
Stage 2 493 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 16.86 0 0.14

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 344 931 -
HCM Lane V/C Ratio - - 0.119 0.011 -
HCM Ctrl Dly (s/v) - - 16.9 8.9 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.4 0 -

Page 651 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
26: Silverado Trail & Pope Street Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 9.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 140 100 220 480 450 220
Future Vol, veh/h 140 100 220 480 450 220
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 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 149 106 234 511 479 234
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1457 479 713 0 - 0
Stage 1 479 - - - - -
Stage 2 979 - - - - -
Critical Hdwy 6.44 6.24 4.14 - - -
Critical Hdwy Stg 1 5.44 - - - - -
Critical Hdwy Stg 2 5.44 - - - - -
Follow-up Hdwy 3.536 3.336 2.236 - - -
Pot Cap-1 Maneuver ~ 141 583 878 - - -
Stage 1 619 - - - - -
Stage 2 361 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 104 583 878 - - -
Mov Cap-2 Maneuver 230 - - - - -
Stage 1 454 - - - - -
Stage 2 361 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 54.83 3.33 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 878 - 308 - -
HCM Lane V/C Ratio 0.267 - 0.83 - -
HCM Ctrl Dly (s/v) 10.6 - 54.8 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q(veh) 1.1 - 7 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon

Page 652 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 10 0 849 10 10 815 10
Future Vol, veh/h 0 0 0 0 0 10 0 849 10 10 815 10
Conflicting Peds, #/hr 0 0 0 0 0 0 15 0 1 1 0 15
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 8 8 8 8 8 8 8 8 8 8 8 8
Mvmt Flow 0 0 0 0 0 11 0 913 11 11 876 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1831 1843 897 1817 1843 919 902 0 0 925 0 0 Stage 1 918 918 - 919 919 - - - - - - -
Stage 2 913 925 - 898 924 - - - - - - -
Critical Hdwy 7.18 6.58 6.28 7.18 6.58 6.28 4.18 - - 4.18 - - Critical Hdwy Stg 1 6.18 5.58 - 6.18 5.58 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.18 5.58 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.572 4.072 3.372 2.272 - - 2.272 - - Pot Cap-1 Maneuver 57 72 330 58 72 320 729 - - 715 - -
Stage 1 317 342 - 317 342 - - - - - - -
Stage 2 320 340 - 326 340 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 53 70 325 57 70 320 719 - - 714 - -
Mov Cap-2 Maneuver 53 70 - 57 70 - - - - - - -
Stage 1 308 332 - 317 342 - - - - - - -
Stage 2 309 340 - 321 331 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 16.64 0 0.12

HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 719 - - - 320 714 - -
HCM Lane V/C Ratio - - - - 0.034 0.015 - -
HCM Ctrl Dly (s/v) 0 - - 0 16.6 10.1 - -
HCM Lane LOS A - - A C B - -
HCM 95th %tile Q(veh) 0 - - - 0.1 0 - -

Page 653 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 16.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 10 10 70 10 10 20 709 130 10 755 30 Future Vol, veh/h 10 10 10 70 10 10 20 709 130 10 755 30 Conflicting Peds, #/hr 0 0 0 0 0 0 9 0 1 1 0 9
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 10 10 10 72 10 10 21 731 134 10 778 31
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1601 1731 803 1644 1679 799 818 0 0 866 0 0 Stage 1 823 823 - 840 840 - - - - - - -
Stage 2 777 907 - 804 839 - - - - - - -
Critical Hdwy 7.19 6.59 6.29 7.19 6.59 6.29 4.19 - - 4.19 - - Critical Hdwy Stg 1 6.19 5.59 - 6.19 5.59 - - - - - - - Critical Hdwy Stg 2 6.19 5.59 - 6.19 5.59 - - - - - - - Follow-up Hdwy 3.581 4.081 3.381 3.581 4.081 3.381 2.281 - - 2.281 - - Pot Cap-1 Maneuver 82 85 373 77 91 375 780 - - 748 - -
Stage 1 357 378 - 350 371 - - - - - - -
Stage 2 379 345 - 366 372 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 67 81 370 ~ 63 87 374 774 - - 748 - - Mov Cap-2 Maneuver 67 81 - ~ 63 87 - - - - - - -
Stage 1 349 369 - 340 361 - - - - - - -
Stage 2 349 336 - 342 363 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 56.28 $ 307.58 0.23 0.12

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 774 - - 100 71 748 - -
HCM Lane V/C Ratio 0.027 - - 0.309 1.3 0.014 - -
HCM Ctrl Dly (s/v) 9.8 - - 56.3$ 307.6 9.9 - -
HCM Lane LOS A - - F F A - -
HCM 95th %tile Q(veh) 0.1 - - 1.2 7.4 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon

Page 654 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 12.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 10 10 30 10 20 10 160 20 20 250 10 Future Vol, veh/h 10 10 10 30 10 20 10 160 20 20 250 10 Peak Hour Factor 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 16 16 16 48 16 32 16 254 32 32 397 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 9.3 9.7 11.1 14.1

HCM LOS A A B B
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 5% 33% 50% 7%
Vol Thru, % 84% 33% 17% 89%
Vol Right, % 11% 33% 33% 4%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 190 30 60 280
LT Vol 10 10 30 20
Through Vol 160 10 10 250
RT Vol 20 10 20 10
Lane Flow Rate 302 48 95 444
Geometry Grp 1 1 1 1
Degree of Util (X) 0.402 0.077 0.151 0.579
Departure Headway (Hd) 4.801 5.799 5.724 4.688
Convergence, Y/N Yes Yes Yes Yes
Cap 742 621 630 764
Service Time 2.883 3.802 3.727 2.762
HCM Lane V/C Ratio 0.407 0.077 0.151 0.581
HCM Control Delay, s/veh 11.1 9.3 9.7 14.1
HCM Lane LOS B A A B
HCM 95th-tile Q 1.9 0.2 0.5 3.8

Page 655 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh20.9
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 70 70 40 50 30 30 170 80 30 240 30 Future Vol, veh/h 10 70 70 40 50 30 30 170 80 30 240 30 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 15 103 103 59 74 44 44 250 118 44 353 44
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh14.6 13.9 22.2 25.7

HCM LOS B B C D
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 11% 7% 33% 10%
Vol Thru, % 61% 47% 42% 80%
Vol Right, % 29% 47% 25% 10%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 280 150 120 300
LT Vol 30 10 40 30
Through Vol 170 70 50 240
RT Vol 80 70 30 30
Lane Flow Rate 412 221 176 441
Geometry Grp 1 1 1 1
Degree of Util (X) 0.698 0.414 0.347 0.753
Departure Headway (Hd) 6.099 6.755 7.07 6.142
Convergence, Y/N Yes Yes Yes Yes
Cap 589 529 505 587
Service Time 4.172 4.842 5.163 4.213
HCM Lane V/C Ratio 0.699 0.418 0.349 0.751
HCM Control Delay, s/veh 22.2 14.6 13.9 25.7
HCM Lane LOS C B B D
HCM 95th-tile Q 5.5 2 1.5 6.7

Page 656 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh24.1
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 70 40 38 70 80 20 170 80 50 240 30 Future Vol, veh/h 40 70 40 38 70 80 20 170 80 50 240 30 Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 56 97 56 53 97 111 28 236 111 69 333 42
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh15.9 17.5 23 32.7

HCM LOS C C C D
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 7% 27% 20% 16%
Vol Thru, % 63% 47% 37% 75%
Vol Right, % 30% 27% 43% 9%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 270 150 188 320
LT Vol 20 40 38 50
Through Vol 170 70 70 240
RT Vol 80 40 80 30
Lane Flow Rate 375 208 261 444
Geometry Grp 1 1 1 1
Degree of Util (X) 0.687 0.426 0.514 0.817
Departure Headway (Hd) 6.598 7.365 7.083 6.616
Convergence, Y/N Yes Yes Yes Yes
Cap 548 487 507 551
Service Time 4.663 5.444 5.155 4.616
HCM Lane V/C Ratio 0.684 0.427 0.515 0.806
HCM Control Delay, s/veh 23 15.9 17.5 32.7
HCM Lane LOS C C C D
HCM 95th-tile Q 5.3 2.1 2.9 8.1

Page 657 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 100 90 140 579 457 68
Future Vol, veh/h 100 90 140 579 457 68
Conflicting Peds, #/hr 0 10 8 0 0 8
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 96 96 96 96 96 96
Heavy Vehicles, % 8 8 8 8 8 8
Mvmt Flow 104 94 146 603 476 71
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1414 529 555 0 - 0
Stage 1 519 - - - - -
Stage 2 895 - - - - -
Critical Hdwy 6.48 6.28 4.18 - - -
Critical Hdwy Stg 1 5.48 - - - - -
Critical Hdwy Stg 2 5.48 - - - - -
Follow-up Hdwy 3.572 3.372 2.272 - - -
Pot Cap-1 Maneuver 147 538 986 - - -
Stage 1 585 - - - - -
Stage 2 389 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 112 529 979 - - -
Mov Cap-2 Maneuver 241 - - - - -
Stage 1 450 - - - - -
Stage 2 386 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 32.02 1.82 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 350 - 324 - -
HCM Lane V/C Ratio 0.149 - 0.61 - -
HCM Ctrl Dly (s/v) 9.3 0 32 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0.5 - 3.8 - -

Page 658 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 150 0 0 370 100 10 0 10 30 10 70
Future Vol, veh/h 30 150 0 0 370 100 10 0 10 30 10 70
Conflicting Peds, #/hr 16 0 4 4 0 16 1 0 1 1 0 1
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 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 32 161 0 0 398 108 11 0 11 32 11 75
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 521 0 0 165 0 0 634 751 166 694 697 469 Stage 1 - - - - - - 230 230 - 468 468 -
Stage 2 - - - - - - 404 521 - 227 230 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1040 - - 1407 - - 390 338 875 356 363 593 Stage 1 - - - - - - 771 712 - 574 560 -
Stage 2 - - - - - - 621 530 - 774 712 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1024 - - 1401 - - 317 320 871 334 344 583 Mov Cap-2 Maneuver - - - - - - 317 320 - 334 344 -
Stage 1 - - - - - - 741 685 - 565 551 -
Stage 2 - - - - - - 530 522 - 737 685 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.44 0 13.12 15.51

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 465 300 - - 1401 - - 460
HCM Lane V/C Ratio 0.046 0.032 - - - - - 0.257
HCM Ctrl Dly (s/v) 13.1 8.6 0 - 0 - - 15.5
HCM Lane LOS B A A - A - - C
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 1

Page 659 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
35: Grayson Ave & Oak Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 60 90 130 90 120 40
Future Vol, veh/h 60 90 130 90 120 40
Conflicting Peds, #/hr 0 0 0 0 0 0
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 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 65 98 141 98 130 43
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 239 0 - 0 418 190
Stage 1 - - - - 190 -
Stage 2 - - - - 228 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1322 - - - 589 849
Stage 1 - - - - 840 -
Stage 2 - - - - 807 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1322 - - - 558 849
Mov Cap-2 Maneuver - - - - 558 -
Stage 1 - - - - 796 -
Stage 2 - - - - 807 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.15 0 13.22

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 720 - - - 611
HCM Lane V/C Ratio 0.049 - - - 0.285
HCM Ctrl Dly (s/v) 7.9 0 - - 13.2
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.2 - - - 1.2

Page 660 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
36: Oak Ave & Charter Oak Ave Cumulative Conditions Plus Project Oak Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 30 10 10 60 10 10 150 10 10 160 10 Future Vol, veh/h 10 30 10 10 60 10 10 150 10 10 160 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 33 11 11 65 11 11 163 11 11 174 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 418 397 179 402 397 168 185 0 0 174 0 0 Stage 1 201 201 - 190 190 - - - - - - -
Stage 2 217 196 - 212 207 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 543 539 861 557 539 873 1384 - - 1397 - - Stage 1 798 733 - 809 741 - - - - - - -
Stage 2 783 737 - 788 729 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 463 530 861 508 530 873 1384 - - 1397 - - Mov Cap-2 Maneuver 463 530 - 508 530 - - - - - - -
Stage 1 792 727 - 802 735 - - - - - - -
Stage 2 698 731 - 737 723 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.17 12.71 0.45 0.42

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 105 - - 557 554 99 - -
HCM Lane V/C Ratio 0.008 - - 0.098 0.157 0.008 - -
HCM Ctrl Dly (s/v) 7.6 0 - 12.2 12.7 7.6 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.3 0.6 0 - -

Page 661 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 10 49 20 10 39
Future Vol, veh/h 30 10 49 20 10 39
Conflicting Peds, #/hr 0 0 0 0 0 0
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 82 82 82 82 82 82
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 37 12 60 24 12 48
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 49 0 187 43
Stage 1 - - - - 43 -
Stage 2 - - - - 144 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1552 - 800 1025
Stage 1 - - - - 977 -
Stage 2 - - - - 881 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1552 - 769 1025
Mov Cap-2 Maneuver - - - - 769 -
Stage 1 - - - - 977 -
Stage 2 - - - - 846 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 5.26 9

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 960 - - 1278 -
HCM Lane V/C Ratio 0.062 - - 0.039 -
HCM Ctrl Dly (s/v) 9 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -

Page 662 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 7.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 60 40 139 50 40 199
Future Vol, veh/h 60 40 139 50 40 199
Conflicting Peds, #/hr 0 2 2 0 0 0
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 86 86 86 86 86 86
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 70 47 162 58 47 231
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 118 0 476 95
Stage 1 - - - - 95 -
Stage 2 - - - - 381 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1464 - 545 959
Stage 1 - - - - 926 -
Stage 2 - - - - 688 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1461 - 482 957
Mov Cap-2 Maneuver - - - - 482 -
Stage 1 - - - - 924 -
Stage 2 - - - - 609 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 5.71 11.6

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 822 - - 1324 -
HCM Lane V/C Ratio 0.338 - - 0.111 -
HCM Ctrl Dly (s/v) 11.6 - - 7.8 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.5 - - 0.4 -

Page 663 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson AveCumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 10 90 159 30 70 139
Future Vol, veh/h 10 90 159 30 70 139
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 12 105 185 35 81 162
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 8.2 9 9.5

HCM LOS A A A
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 10% 33%
Vol Thru, % 84% 0% 67%
Vol Right, % 16% 90% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 189 100 209
LT Vol 0 10 70
Through Vol 159 0 139
RT Vol 30 90 0
Lane Flow Rate 220 116 243
Geometry Grp 1 1 1
Degree of Util (X) 0.268 0.144 0.305
Departure Headway (Hd) 4.387 4.458 4.517
Convergence, Y/N Yes Yes Yes
Cap 820 803 797
Service Time 2.412 2.49 2.542
HCM Lane V/C Ratio 0.268 0.144 0.305
HCM Control Delay, s/veh 9 8.2 9.5
HCM Lane LOS A A A
HCM 95th-tile Q 1.1 0.5 1.3

Page 664 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 30 40 30 139 119 20
Future Vol, veh/h 30 40 30 139 119 20
Conflicting Peds, #/hr 0 0 0 0 0 0
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 78 78 78 78 78 78
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 38 51 38 178 153 26
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 217 0 - 0 256 128
Stage 1 - - - - 128 -
Stage 2 - - - - 128 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1347 - - - 731 920
Stage 1 - - - - 896 -
Stage 2 - - - - 895 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1347 - - - 709 920
Mov Cap-2 Maneuver - - - - 709 -
Stage 1 - - - - 869 -
Stage 2 - - - - 895 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.32 0 11.48

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 771 - - - 733
HCM Lane V/C Ratio 0.029 - - - 0.243
HCM Ctrl Dly (s/v) 7.8 0 - - 11.5
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.9

Page 665 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 50.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 10 10 50 10 60 10 940 40 30 690 10 Future Vol, veh/h 10 10 10 50 10 60 10 940 40 30 690 10 Conflicting Peds, #/hr 0 0 0 0 0 0 12 0 1 1 0 12
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 11 11 57 11 69 11 1080 46 34 793 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1989 2030 811 1995 2013 1104 817 0 0 1127 0 0 Stage 1 880 880 - 1127 1127 - - - - - - -
Stage 2 1109 1150 - 868 886 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 45 57 378 ~ 45 58 255 807 - - 616 - - Stage 1 340 364 - 247 278 - - - - - - -
Stage 2 253 271 - 346 361 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 24 52 374 ~ 32 54 255 798 - - 615 - - Mov Cap-2 Maneuver 24 52 - ~ 32 54 - - - - - - -
Stage 1 318 339 - 243 274 - - - - - - -
Stage 2 174 267 - 306 337 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 188.2 $ 735.1 0.1 0.46

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 798 - - 47 60 615 - -
HCM Lane V/C Ratio 0.014 - - 0.726 2.286 0.056 - -
HCM Ctrl Dly (s/v) 9.6 - - 188.2$ 735.1 11.2 - -
HCM Lane LOS A - - F F B - -
HCM 95th %tile Q(veh) 0 - - 2.9 13.5 0.2 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon

Page 666 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 19.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 70 40 30 920 710 40
Future Vol, veh/h 70 40 30 920 710 40
Conflicting Peds, #/hr 0 1 7 0 0 7
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 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 80 45 34 1045 807 45
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1950 838 859 0 - 0
Stage 1 837 - - - - -
Stage 2 1114 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver ~ 70 365 778 - - -
Stage 1 423 - - - - -
Stage 2 313 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 62 362 772 - - -
Mov Cap-2 Maneuver ~ 62 - - - - -
Stage 1 376 - - - - -
Stage 2 311 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v $ 321.82 0.31 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 57 - 89 - -
HCM Lane V/C Ratio 0.044 - 1.407 - -
HCM Ctrl Dly (s/v) 9.9 0$ 321.8 - -
HCM Lane LOS A A F - -
HCM 95th %tile Q(veh) 0.1 - 9.5 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon

Page 667 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 50 11 20 50 180 21 590 20 80 550 120 Future Volume (veh/h) 180 50 11 20 50 180 21 590 20 80 550 120 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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) 0.99 0.99 1.00 0.97 1.00 0.99 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 191 53 11 21 53 103 22 628 20 85 585 121 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 274 59 12 69 141 233 115 733 23 202 610 126
Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.58 0.58 0.58 0.58 0.58 0.58 Sat Flow, veh/h 884 251 51 112 601 991 736 1270 40 777 1058 219 Grp Volume(v), veh/h 255 0 0 177 0 0 22 0 648 85 0 706
Grp Sat Flow(s),veh/h/ln 1185 0 0 1704 0 0 736 0 1311 777 0 1277 Q Serve(g_s), s 11.5 0.0 0.0 0.0 0.0 0.0 2.8 0.0 39.4 9.8 0.0 49.7 Cycle Q Clear(g_c), s 20.3 0.0 0.0 8.8 0.0 0.0 52.5 0.0 39.4 49.1 0.0 49.7 Prop In Lane 0.75 0.04 0.12 0.58 1.00 0.03 1.00 0.17
Lane Grp Cap(c), veh/h 345 0 0 443 0 0 115 0 756 202 0 737 V/C Ratio(X) 0.74 0.00 0.00 0.40 0.00 0.00 0.19 0.00 0.86 0.42 0.00 0.96 Avail Cap(c_a), veh/h 384 0 0 490 0 0 131 0 784 219 0 764 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.3 0.0 0.0 31.2 0.0 0.0 43.9 0.0 16.8 37.4 0.0 19.0 Incr Delay (d2), s/veh 5.4 0.0 0.0 0.2 0.0 0.0 0.3 0.0 8.6 0.5 0.0 22.1 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 6.3 0.0 0.0 3.5 0.0 0.0 0.5 0.0 12.7 1.9 0.0 18.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 41.7 0.0 0.0 31.4 0.0 0.0 44.2 0.0 25.4 37.9 0.0 41.2 LnGrp LOS D C D C D D
Approach Vol, veh/h 255 177 670 791
Approach Delay, s/veh 41.7 31.4 26.0 40.8
Approach LOS D C C D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 63.6 31.6 63.6 31.6
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 56.9 25.2 56.9 25.2
Max Q Clear Time (g_c+I1), s 51.7 10.8 54.5 22.3
Green Ext Time (p_c), s 0.8 0.2 0.4 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 34.8
HCM 7th LOS C

Page 668 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 6.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 110 10 30 210 10
Future Vol, veh/h 30 110 10 30 210 10
Conflicting Peds, #/hr 0 5 5 0 2 0
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 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 34 124 11 34 236 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 162 0 159 101
Stage 1 - - - - 101 -
Stage 2 - - - - 58 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1410 - 830 952
Stage 1 - - - - 921 -
Stage 2 - - - - 962 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1404 - 818 948
Mov Cap-2 Maneuver - - - - 818 -
Stage 1 - - - - 917 -
Stage 2 - - - - 952 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 1.9 11.24

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 823 - - 450 -
HCM Lane V/C Ratio 0.3 - - 0.008 -
HCM Ctrl Dly (s/v) 11.2 - - 7.6 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.3 - - 0 -

Page 669 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 100 30 70 80 70 40 481 40 80 461 40 Future Volume (veh/h) 80 100 30 70 80 70 40 481 40 80 461 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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) 0.92 0.85 0.92 0.85 1.00 0.97 1.00 0.96 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1856 Adj Flow Rate, veh/h 85 106 26 74 85 54 43 512 40 85 490 39 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 150 157 33 137 134 72 121 533 42 165 561 45
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.07 0.44 0.44 0.09 0.47 0.47 Sat Flow, veh/h 453 795 170 397 681 366 1767 1204 94 1767 1201 96 Grp Volume(v), veh/h 217 0 0 213 0 0 43 0 552 85 0 529
Grp Sat Flow(s),veh/h/ln 1418 0 0 1444 0 0 1767 0 1298 1767 0 1296 Q Serve(g_s), s 0.7 0.0 0.0 0.0 0.0 0.0 1.9 0.0 34.1 3.8 0.0 30.4 Cycle Q Clear(g_c), s 12.1 0.0 0.0 11.4 0.0 0.0 1.9 0.0 34.1 3.8 0.0 30.4 Prop In Lane 0.39 0.12 0.35 0.25 1.00 0.07 1.00 0.07
Lane Grp Cap(c), veh/h 340 0 0 343 0 0 121 0 574 165 0 606 V/C Ratio(X) 0.64 0.00 0.00 0.62 0.00 0.00 0.36 0.00 0.96 0.52 0.00 0.87 Avail Cap(c_a), veh/h 357 0 0 360 0 0 194 0 651 194 0 650 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 31.2 0.0 0.0 31.0 0.0 0.0 36.8 0.0 22.4 35.7 0.0 19.8 Incr Delay (d2), s/veh 2.5 0.0 0.0 2.1 0.0 0.0 0.7 0.0 23.7 0.9 0.0 11.2 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(50%),veh/ln 4.3 0.0 0.0 4.1 0.0 0.0 0.8 0.0 13.5 1.7 0.0 10.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.8 0.0 0.0 33.1 0.0 0.0 37.5 0.0 46.1 36.6 0.0 31.0 LnGrp LOS C C D D D C
Approach Vol, veh/h 217 213 595 614
Approach Delay, s/veh 33.8 33.1 45.5 31.8
Approach LOS C C D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.3 47.4 25.0 12.4 45.3 25.0
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 9.1 41.5 17.3 9.1 41.5 17.3 Max Q Clear Time (g_c+I1), s 3.9 32.4 13.4 5.8 36.1 14.1 Green Ext Time (p_c), s 0.0 0.6 0.1 0.0 0.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 37.2
HCM 7th LOS D

Page 670 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh12.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 130 90 60 150 100 60 90 30 60 80 30 Future Vol, veh/h 20 130 90 60 150 100 60 90 30 60 80 30 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 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 22 144 100 67 167 111 67 100 33 67 89 33
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh12.3 14.2 12 11.8

HCM LOS B B B B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 33% 8% 19% 35%
Vol Thru, % 50% 54% 48% 47%
Vol Right, % 17% 38% 32% 18%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 180 240 310 170
LT Vol 60 20 60 60
Through Vol 90 130 150 80
RT Vol 30 90 100 30
Lane Flow Rate 200 267 344 189
Geometry Grp 1 1 1 1
Degree of Util (X) 0.331 0.406 0.518 0.314
Departure Headway (Hd) 5.957 5.487 5.412 5.977
Convergence, Y/N Yes Yes Yes Yes
Cap 600 651 661 597
Service Time 4.035 3.561 3.48 4.058
HCM Lane V/C Ratio 0.333 0.41 0.52 0.317
HCM Control Delay, s/veh 12 12.3 14.2 11.8
HCM Lane LOS B B B B
HCM 95th-tile Q 1.4 2 3 1.3

Page 671 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 50 10 0 90 0 40 0 10 10 10 50
Future Vol, veh/h 70 50 10 0 90 0 40 0 10 10 10 50
Conflicting Peds, #/hr 4 0 5 5 0 4 0 0 4 4 0 0
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 74 53 11 0 95 0 42 0 11 11 11 53
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 99 0 0 68 0 0 310 309 67 303 314 99 Stage 1 - - - - - - 210 210 - 99 99 -
Stage 2 - - - - - - 100 99 - 204 216 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1488 - - 1527 - - 640 604 994 648 600 954 Stage 1 - - - - - - 790 726 - 905 811 -
Stage 2 - - - - - - 904 811 - 796 723 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1482 - - 1519 - - 561 568 985 603 564 951 Mov Cap-2 Maneuver - - - - - - 561 568 - 603 564 -
Stage 1 - - - - - - 745 686 - 902 808 -
Stage 2 - - - - - - 843 808 - 744 682 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 4.07 0 11.42 9.92

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 614 938 - - 1519 - - 805
HCM Lane V/C Ratio 0.086 0.05 - - - - - 0.091
HCM Ctrl Dly (s/v) 11.4 7.6 0 - 0 - - 9.9
HCM Lane LOS B A A - A - - A
HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 0.3

Page 672 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 60 30 531 80 30 531
Future Vol, veh/h 60 30 531 80 30 531
Conflicting Peds, #/hr 53 0 0 72 72 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 66 33 584 88 33 584
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1402 699 0 0 743 0
Stage 1 699 - - - - -
Stage 2 702 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 153 438 - - 859 -
Stage 1 491 - - - - -
Stage 2 489 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 130 408 - - 801 -
Mov Cap-2 Maneuver 265 - - - - -
Stage 1 457 - - - - -
Stage 2 446 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 22.76 0 0.52

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 300 801 -
HCM Lane V/C Ratio - - 0.329 0.041 -
HCM Ctrl Dly (s/v) - - 22.8 9.7 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 1.4 0.1 -

Page 673 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 7.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 80 10 10 50 140 10 10 10 190 10 20 Future Vol, veh/h 30 80 10 10 50 140 10 10 10 190 10 20 Conflicting Peds, #/hr 20 0 22 20 0 22 12 0 20 0 0 12
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 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 33 89 11 11 56 156 11 11 11 211 11 22
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 233 0 0 122 0 0 278 438 136 359 366 167 Stage 1 - - - - - - 183 183 - 178 178 -
Stage 2 - - - - - - 95 255 - 181 189 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1329 - - 1459 - - 672 511 909 595 561 874 Stage 1 - - - - - - 816 746 - 822 750 -
Stage 2 - - - - - - 909 694 - 818 742 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1301 - - 1429 - - 598 472 873 531 518 846 Mov Cap-2 Maneuver - - - - - - 598 472 - 531 518 -
Stage 1 - - - - - - 777 711 - 797 728 -
Stage 2 - - - - - - 854 674 - 759 707 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.96 0.38 11.27 16.7

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 608 440 - - 78 - - 549
HCM Lane V/C Ratio 0.055 0.026 - - 0.008 - - 0.445
HCM Ctrl Dly (s/v) 11.3 7.8 0 - 7.5 0 - 16.7
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 2.3

Page 674 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
17: Oak Ave & Mitchell Dr Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 10.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 30 10 6 50 70 10 130 10 150 66 20 Future Vol, veh/h 20 30 10 6 50 70 10 130 10 150 66 20
Conflicting Peds, #/hr 8 0 0 0 0 8 0 0 0 0 0 6
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 91 91 92 92 91 91 92 92 92 91 92 91
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 22 33 11 7 55 77 11 141 11 165 72 22
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 140 0 0 44 0 0 192 235 38 262 202 107 Stage 1 - - - - - - 82 82 - 114 114 -
Stage 2 - - - - - - 110 153 - 148 88 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1437 - - 1558 - - 765 664 1031 689 692 944 Stage 1 - - - - - - 923 825 - 888 799 -
Stage 2 - - - - - - 893 769 - 853 820 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1426 - - 1558 - - 652 645 1031 520 673 931 Mov Cap-2 Maneuver - - - - - - 652 645 - 520 673 -
Stage 1 - - - - - - 909 812 - 877 789 -
Stage 2 - - - - - - 784 760 - 686 807 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.53 0.34 12.2 16.17

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 662 573 - - 76 - - 578
HCM Lane V/C Ratio 0.246 0.015 - - 0.004 - - 0.447
HCM Ctrl Dly (s/v) 12.2 7.6 0 - 7.3 0 - 16.2
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 1 0 - - 0 - - 2.3

Page 675 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 210 154 36 120 100 521 70 110 477 10 Future Volume (veh/h) 0 0 210 154 36 120 100 521 70 110 477 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 0.89 1.00 0.98 1.00 0.98 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 226 166 39 16 108 560 75 118 513 11 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 35 156 215 50 209 142 575 77 145 653 14
Arrive On Green 0.00 0.00 0.02 0.15 0.15 0.15 0.08 0.51 0.51 0.08 0.51 0.51 Sat Flow, veh/h 0 1856 1572 1444 339 1403 1767 1135 152 1767 1285 28 Grp Volume(v), veh/h 0 0 226 205 0 16 108 0 635 118 0 524 Grp Sat Flow(s),veh/h/ln 0 1856 1572 1783 0 1403 1767 0 1287 1767 0 1313 Q Serve(g_s), s 0.0 0.0 2.0 11.8 0.0 1.1 6.4 0.0 51.5 7.0 0.0 35.0 Cycle Q Clear(g_c), s 0.0 0.0 2.0 11.8 0.0 1.1 6.4 0.0 51.5 7.0 0.0 35.0 Prop In Lane 0.00 1.00 0.81 1.00 1.00 0.12 1.00 0.02
Lane Grp Cap(c), veh/h 0 35 156 265 0 209 142 0 652 145 0 667 V/C Ratio(X) 0.00 0.00 1.45 0.77 0.00 0.08 0.76 0.00 0.97 0.81 0.00 0.79 Avail Cap(c_a), veh/h 0 35 156 404 0 318 401 0 916 236 0 776 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) 0.00 0.00 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 0.0 0.0 48.2 43.9 0.0 39.3 48.2 0.0 25.7 48.4 0.0 21.5 Incr Delay (d2), s/veh 0.0 0.0 233.5 2.1 0.0 0.1 3.1 0.0 17.7 4.2 0.0 3.8 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 0.0 0.0 14.3 5.4 0.0 0.4 3.0 0.0 18.3 3.3 0.0 11.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 281.7 46.0 0.0 39.3 51.3 0.0 43.4 52.6 0.0 25.4 LnGrp LOS F D D D D D C
Approach Vol, veh/h 226 221 743 642
Approach Delay, s/veh 281.7 45.5 44.5 30.4
Approach LOS F D D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.3 62.2 25.6 13.5 62.0 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 24.3 63.3 24.3 14.3 * 76 2.0 Max Q Clear Time (g_c+I1), s 8.4 37.0 13.8 9.0 53.5 4.0 Green Ext Time (p_c), s 0.0 0.7 0.2 0.0 0.9 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 68.9
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 676 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 160 160 751 851 30
Future Volume (veh/h) 30 160 160 751 851 30
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 0.98
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 1856 1856 1856 1318 1318 1318
Adj Flow Rate, veh/h 32 32 172 808 915 31
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 3 3 3 3 3 3
Cap, veh/h 57 57 184 1105 890 30
Arrive On Green 0.07 0.07 0.10 0.84 0.70 0.70
Sat Flow, veh/h 821 821 1767 1318 1267 43
Grp Volume(v), veh/h 65 0 172 808 0 946
Grp Sat Flow(s),veh/h/ln1667 0 1767 1318 0 1310
Q Serve(g_s), s 5.6 0.0 14.4 38.1 0.0 104.5
Cycle Q Clear(g_c), s 5.6 0.0 14.4 38.1 0.0 104.5
Prop In Lane 0.49 0.49 1.00 0.03
Lane Grp Cap(c), veh/h 115 0 184 1105 0 920
V/C Ratio(X) 0.57 0.00 0.93 0.73 0.00 1.03
Avail Cap(c_a), veh/h 129 0 184 1141 0 920
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 67.1 0.0 66.1 5.0 0.0 22.1
Incr Delay (d2), s/veh 1.8 0.0 47.1 2.0 0.0 37.1
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln2.5 0.0 8.9 8.1 0.0 37.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 68.9 0.0 113.2 7.0 0.0 59.2
LnGrp LOS E F A F
Approach Vol, veh/h 65 980 946
Approach Delay, s/veh 68.9 25.7 59.2
Approach LOS E C E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s20.2 113.6 133.8 15.0
Change Period (Y+Rc), s 4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 15.5 104.5 * 1.3E+02 11.5
Max Q Clear Time (g_c+I1), s 16.4 106.5 40.1 7.6
Green Ext Time (p_c), s 0.0 0.0 0.8 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 43.0
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 677 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 119 119 881 961 50
Future Vol, veh/h 30 119 119 881 961 50
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 32 128 128 947 1033 54
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2263 1060 1087 0 - 0
Stage 1 1060 - - - - -
Stage 2 1203 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 45 271 638 - - -
Stage 1 332 - - - - -
Stage 2 283 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 36 271 638 - - -
Mov Cap-2 Maneuver 141 - - - - -
Stage 1 265 - - - - -
Stage 2 283 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 31.29 1.43 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 638 - 141 271 - -
HCM Lane V/C Ratio 0.201 - 0.228 0.472 - -
HCM Ctrl Dly (s/v) 12.1 - 37.9 29.6 - -
HCM Lane LOS B - E D - -
HCM 95th %tile Q(veh) 0.7 - 0.8 2.4 - -

Page 678 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.7
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 20 100 10 20 90 10
Future Vol, veh/h 20 100 10 20 90 10
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 22 108 11 22 97 11
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 7.3 7.6 8.1

HCM LOS A A A
Lane NBLn1 EBLn1 WBLn1
Vol Left, % 90% 0% 33%
Vol Thru, % 0% 17% 67%
Vol Right, % 10% 83% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 100 120 30
LT Vol 90 0 10
Through Vol 0 20 20
RT Vol 10 100 0
Lane Flow Rate 108 129 32
Geometry Grp 1 1 1
Degree of Util (X) 0.13 0.131 0.039
Departure Headway (Hd) 4.35 3.665 4.308
Convergence, Y/N Yes Yes Yes
Cap 819 964 820
Service Time 2.4 1.741 2.391
HCM Lane V/C Ratio 0.132 0.134 0.039
HCM Control Delay, s/veh 8.1 7.3 7.6
HCM Lane LOS A A A
HCM 95th-tile Q 0.4 0.5 0.1

Page 679 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 30 260 300 80 110 20
Future Vol, veh/h 30 260 300 80 110 20
Conflicting Peds, #/hr 2 0 0 2 0 2
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 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 34 295 341 91 125 23
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 434 0 - 0 752 390
Stage 1 - - - - 388 -
Stage 2 - - - - 364 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1121 - - - 377 656
Stage 1 - - - - 683 -
Stage 2 - - - - 701 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1118 - - - 361 653
Mov Cap-2 Maneuver - - - - 361 -
Stage 1 - - - - 657 -
Stage 2 - - - - 700 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.86 0 19.87

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 186 - - - 388
HCM Lane V/C Ratio 0.03 - - - 0.381
HCM Ctrl Dly (s/v) 8.3 0 - - 19.9
HCM Lane LOS A A - - C
HCM 95th %tile Q(veh) 0.1 - - - 1.7

Page 680 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 300 40 20 300 10 40 0 30 10 0 20
Future Vol, veh/h 40 300 40 20 300 10 40 0 30 10 0 20
Conflicting Peds, #/hr 0 0 1 1 0 0 2 0 0 0 0 2
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 47 353 47 24 353 12 47 0 35 12 0 24
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 365 0 0 401 0 0 874 883 377 853 901 361 Stage 1 - - - - - - 472 472 - 406 406 -
Stage 2 - - - - - - 402 412 - 447 495 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1188 - - 1152 - - 269 283 667 278 277 681 Stage 1 - - - - - - 571 557 - 620 596 -
Stage 2 - - - - - - 623 593 - 589 544 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1188 - - 1151 - - 244 266 666 248 260 680 Mov Cap-2 Maneuver - - - - - - 244 266 - 248 260 -
Stage 1 - - - - - - 548 535 - 607 584 -
Stage 2 - - - - - - 588 581 - 535 522 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.86 0.5 17.88 14.12

HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 244 666 1188 - - 1151 - - 430
HCM Lane V/C Ratio 0.193 0.053 0.04 - - 0.02 - - 0.082
HCM Ctrl Dly (s/v) 23.3 10.7 8.2 - - 8.2 - - 14.1
HCM Lane LOS C B A - - A - - B
HCM 95th %tile Q(veh) 0.7 0.2 0.1 - - 0.1 - - 0.3

Page 681 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 30 30 620 780 30
Future Vol, veh/h 30 30 30 620 780 30
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 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 34 34 34 697 876 34
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1657 893 910 0 - 0
Stage 1 893 - - - - -
Stage 2 764 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 107 339 744 - - -
Stage 1 398 - - - - -
Stage 2 458 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 99 339 744 - - -
Mov Cap-2 Maneuver 99 - - - - -
Stage 1 369 - - - - -
Stage 2 458 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 45.74 0.46 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 83 - 153 - -
HCM Lane V/C Ratio 0.045 - 0.44 - -
HCM Ctrl Dly (s/v) 10.1 0 45.7 - -
HCM Lane LOS B A E - -
HCM 95th %tile Q(veh) 0.1 - 2 - -

Page 682 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
25: Silverado Trail & Howell Mountain RdCumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 50 10 640 20 10 800
Future Vol, veh/h 50 10 640 20 10 800
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 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 57 11 736 23 11 920
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1690 747 0 0 759 0
Stage 1 747 - - - - -
Stage 2 943 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 102 411 - - 848 -
Stage 1 466 - - - - -
Stage 2 377 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 101 411 - - 848 -
Mov Cap-2 Maneuver 234 - - - - -
Stage 1 466 - - - - -
Stage 2 372 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 24.55 0 0.11

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 252 848 -
HCM Lane V/C Ratio - - 0.273 0.014 -
HCM Ctrl Dly (s/v) - - 24.6 9.3 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 1.1 0 -

Page 683 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
26: Silverado Trail & Pope Street Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 25.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 130 200 130 530 620 230
Future Vol, veh/h 130 200 130 530 620 230
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 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 146 225 146 596 697 258
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1584 697 955 0 - 0
Stage 1 697 - - - - -
Stage 2 888 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver ~ 119 440 716 - - -
Stage 1 492 - - - - -
Stage 2 401 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 94 440 716 - - -
Mov Cap-2 Maneuver 224 - - - - -
Stage 1 392 - - - - -
Stage 2 401 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 138.36 2.23 0

HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 716 - 319 - -
HCM Lane V/C Ratio 0.204 - 1.164 - -
HCM Ctrl Dly (s/v) 11.3 - 138.4 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q(veh) 0.8 - 15.5 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon

Page 684 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 10 10 20 10 771 0 10 871 20
Future Vol, veh/h 0 0 0 10 10 20 10 771 0 10 871 20
Conflicting Peds, #/hr 0 0 0 0 0 0 5 0 0 0 0 5
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 0 11 11 22 11 829 0 11 937 22
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1830 1824 952 1809 1835 829 963 0 0 829 0 0 Stage 1 974 974 - 851 851 - - - - - - -
Stage 2 856 851 - 958 985 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 59 77 313 61 75 369 711 - - 798 - -
Stage 1 302 329 - 353 375 - - - - - - -
Stage 2 351 375 - 308 325 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 45 73 312 58 72 369 707 - - 798 - -
Mov Cap-2 Maneuver 45 73 - 58 72 - - - - - - -
Stage 1 296 323 - 344 365 - - - - - - -
Stage 2 312 365 - 304 319 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 57.68 0.13 0.11

HCM LOS A F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 23 - - - 110 798 - -
HCM Lane V/C Ratio 0.015 - - - 0.393 0.013 - -
HCM Ctrl Dly (s/v) 10.2 0 - 0 57.7 9.6 - -
HCM Lane LOS B A - A F A - -
HCM 95th %tile Q(veh) 0 - - - 1.6 0 - -

Page 685 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 27
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 10 30 70 0 20 20 651 120 30 801 10 Future Vol, veh/h 20 10 30 70 0 20 20 651 120 30 801 10 Conflicting Peds, #/hr 0 0 0 0 0 0 10 0 0 0 0 10
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 22 11 33 76 0 22 22 708 130 33 871 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1702 1833 886 1758 1773 773 892 0 0 838 0 0 Stage 1 951 951 - 816 816 - - - - - - -
Stage 2 751 882 - 941 957 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 72 76 342 ~ 66 82 397 756 - - 792 - - Stage 1 311 337 - 369 389 - - - - - - -
Stage 2 401 363 - 315 335 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 63 70 339 ~ 47 76 397 749 - - 792 - - Mov Cap-2 Maneuver 63 70 - ~ 47 76 - - - - - - -
Stage 1 295 320 - 359 378 - - - - - - -
Stage 2 368 352 - 263 318 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 78.23 $ 476.47 0.25 0.35

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 749 - - 109 59 792 - -
HCM Lane V/C Ratio 0.029 - - 0.598 1.663 0.041 - -
HCM Ctrl Dly (s/v) 9.9 - - 78.2$ 476.5 9.7 - -
HCM Lane LOS A - - F F A - -
HCM 95th %tile Q(veh) 0.1 - - 2.9 9 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon

Page 686 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.2
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 10 10 30 10 10 10 180 30 10 180 10 Future Vol, veh/h 10 10 10 30 10 10 10 180 30 10 180 10 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 12 12 12 35 12 12 12 212 35 12 212 12
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.3 8.6 9.4 9.3

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 5% 33% 60% 5%
Vol Thru, % 82% 33% 20% 90%
Vol Right, % 14% 33% 20% 5%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 220 30 50 200
LT Vol 10 10 30 10
Through Vol 180 10 10 180
RT Vol 30 10 10 10
Lane Flow Rate 259 35 59 235
Geometry Grp 1 1 1 1
Degree of Util (X) 0.314 0.049 0.083 0.29
Departure Headway (Hd) 4.371 4.997 5.093 4.444
Convergence, Y/N Yes Yes Yes Yes
Cap 823 715 702 809
Service Time 2.393 3.036 3.131 2.468
HCM Lane V/C Ratio 0.315 0.049 0.084 0.29
HCM Control Delay, s/veh 9.4 8.3 8.6 9.3
HCM Lane LOS A A A A
HCM 95th-tile Q 1.3 0.2 0.3 1.2

Page 687 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh11.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 40 40 60 40 20 20 180 130 30 200 10 Future Vol, veh/h 10 40 40 60 40 20 20 180 130 30 200 10 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 44 44 66 44 22 22 198 143 33 220 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh9.5 10.2 12.2 11.2

HCM LOS A B B B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 6% 11% 50% 13%
Vol Thru, % 55% 44% 33% 83%
Vol Right, % 39% 44% 17% 4%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 330 90 120 240
LT Vol 20 10 60 30
Through Vol 180 40 40 200
RT Vol 130 40 20 10
Lane Flow Rate 363 99 132 264
Geometry Grp 1 1 1 1
Degree of Util (X) 0.482 0.151 0.208 0.375
Departure Headway (Hd) 4.78 5.502 5.674 5.114
Convergence, Y/N Yes Yes Yes Yes
Cap 758 651 632 707
Service Time 2.789 3.545 3.715 3.125
HCM Lane V/C Ratio 0.479 0.152 0.209 0.373
HCM Control Delay, s/veh 12.2 9.5 10.2 11.2
HCM Lane LOS B A B B
HCM 95th-tile Q 2.6 0.5 0.8 1.7

Page 688 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh13.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 40 60 44 80 50 40 200 60 40 190 50 Future Vol, veh/h 70 40 60 44 80 50 40 200 60 40 190 50 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 77 44 66 48 88 55 44 220 66 44 209 55
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh11.7 11.8 14.1 13.6

HCM LOS B B B B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 13% 41% 25% 14%
Vol Thru, % 67% 24% 46% 68%
Vol Right, % 20% 35% 29% 18%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 300 170 174 280
LT Vol 40 70 44 40
Through Vol 200 40 80 190
RT Vol 60 60 50 50
Lane Flow Rate 330 187 191 308
Geometry Grp 1 1 1 1
Degree of Util (X) 0.505 0.309 0.317 0.475
Departure Headway (Hd) 5.514 5.962 5.959 5.563
Convergence, Y/N Yes Yes Yes Yes
Cap 649 598 598 643
Service Time 3.586 4.048 4.043 3.637
HCM Lane V/C Ratio 0.508 0.313 0.319 0.479
HCM Control Delay, s/veh 14.1 11.7 11.8 13.6
HCM Lane LOS B B B B
HCM 95th-tile Q 2.9 1.3 1.4 2.6

Page 689 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 70 70 100 541 527 64
Future Vol, veh/h 70 70 100 541 527 64
Conflicting Peds, #/hr 0 59 47 0 0 47
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 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 75 75 108 582 567 69
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1445 707 682 0 - 0
Stage 1 648 - - - - -
Stage 2 797 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 144 434 906 - - -
Stage 1 519 - - - - -
Stage 2 442 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 108 391 865 - - -
Mov Cap-2 Maneuver 238 - - - - -
Stage 1 405 - - - - -
Stage 2 422 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 29.16 1.52 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 281 - 296 - -
HCM Lane V/C Ratio 0.124 - 0.509 - -
HCM Ctrl Dly (s/v) 9.8 0 29.2 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0.4 - 2.7 - -

Page 690 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 150 0 0 270 70 0 0 0 60 0 110
Future Vol, veh/h 50 150 0 0 270 70 0 0 0 60 0 110
Conflicting Peds, #/hr 15 0 6 6 0 15 1 0 1 1 0 1
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 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 54 163 0 0 293 76 0 0 0 65 0 120
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 385 0 0 169 0 0 572 662 170 619 624 348 Stage 1 - - - - - - 278 278 - 347 347 -
Stage 2 - - - - - - 294 385 - 273 278 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1168 - - 1402 - - 429 381 871 399 400 693 Stage 1 - - - - - - 727 679 - 667 633 -
Stage 2 - - - - - - 712 609 - 731 679 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1152 - - 1394 - - 334 354 865 373 372 683 Mov Cap-2 Maneuver - - - - - - 334 354 - 373 372 -
Stage 1 - - - - - - 685 640 - 658 624 -
Stage 2 - - - - - - 586 601 - 692 640 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.07 0 0 15.45

HCM LOS A C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 450 - - 1394 - - 528
HCM Lane V/C Ratio - 0.047 - - - - - 0.35
HCM Ctrl Dly (s/v) 0 8.3 0 - 0 - - 15.4
HCM Lane LOS A A A - A - - C
HCM 95th %tile Q(veh) - 0.1 - - 0 - - 1.6

Page 691 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
35: Grayson Ave & Oak Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 40 100 100 90 90 30
Future Vol, veh/h 40 100 100 90 90 30
Conflicting Peds, #/hr 0 0 0 0 0 0
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 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 43 109 109 98 98 33
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 207 0 - 0 353 158
Stage 1 - - - - 158 -
Stage 2 - - - - 196 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1359 - - - 642 885
Stage 1 - - - - 868 -
Stage 2 - - - - 835 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1359 - - - 621 885
Mov Cap-2 Maneuver - - - - 621 -
Stage 1 - - - - 839 -
Stage 2 - - - - 835 -
Approach EB WB SB
HCM Ctrl Dly, s/v 2.21 0 11.66

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 514 - - - 671
HCM Lane V/C Ratio 0.032 - - - 0.194
HCM Ctrl Dly (s/v) 7.7 0 - - 11.7
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.7

Page 692 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
36: Oak Ave & Charter Oak Ave Cumulative Conditions Plus Project Oak Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 60 10 10 30 10 10 130 10 10 120 10 Future Vol, veh/h 10 60 10 10 30 10 10 130 10 10 120 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 65 11 11 33 11 11 141 11 11 130 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 337 332 136 353 332 147 141 0 0 152 0 0 Stage 1 158 158 - 168 168 - - - - - - -
Stage 2 179 174 - 185 163 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 615 586 910 600 586 898 1436 - - 1422 - - Stage 1 842 765 - 831 757 - - - - - - -
Stage 2 820 753 - 815 761 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 564 577 910 518 577 898 1436 - - 1422 - - Mov Cap-2 Maneuver 564 577 - 518 577 - - - - - - -
Stage 1 835 759 - 824 751 - - - - - - -
Stage 2 769 747 - 730 755 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.98 11.52 0.5 0.54

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 118 - - 603 606 127 - -
HCM Lane V/C Ratio 0.008 - - 0.144 0.09 0.008 - -
HCM Ctrl Dly (s/v) 7.5 0 - 12 11.5 7.6 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.5 0.3 0 - -

Page 693 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 10 14 20 10 7
Future Vol, veh/h 30 10 14 20 10 7
Conflicting Peds, #/hr 0 3 3 0 0 0
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 81 81 81 81 81 81
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 37 12 17 25 12 9
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 52 0 105 46
Stage 1 - - - - 46 -
Stage 2 - - - - 59 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1547 - 890 1020
Stage 1 - - - - 974 -
Stage 2 - - - - 961 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1543 - 877 1017
Mov Cap-2 Maneuver - - - - 877 -
Stage 1 - - - - 971 -
Stage 2 - - - - 950 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.03 8.96

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 930 - - 741 -
HCM Lane V/C Ratio 0.023 - - 0.011 -
HCM Ctrl Dly (s/v) 9 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

Page 694 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 40 40 34 40 30 87
Future Vol, veh/h 40 40 34 40 30 87
Conflicting Peds, #/hr 0 0 0 0 0 0
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 71 71 71 71 71 71
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 56 56 48 56 42 123
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 113 0 237 85
Stage 1 - - - - 85 -
Stage 2 - - - - 152 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1471 - 749 972
Stage 1 - - - - 936 -
Stage 2 - - - - 873 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1471 - 724 972
Mov Cap-2 Maneuver - - - - 724 -
Stage 1 - - - - 936 -
Stage 2 - - - - 844 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.46 9.94

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 893 - - 827 -
HCM Lane V/C Ratio 0.184 - - 0.033 -
HCM Ctrl Dly (s/v) 9.9 - - 7.5 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.7 - - 0.1 -

Page 695 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 20 30 87 30 20 64
Future Vol, veh/h 20 30 87 30 20 64
Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 29 44 128 44 29 94
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 7.7 8.1 8.1

HCM LOS A A A
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 40% 24%
Vol Thru, % 74% 0% 76%
Vol Right, % 26% 60% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 117 50 84
LT Vol 0 20 20
Through Vol 87 0 64
RT Vol 30 30 0
Lane Flow Rate 172 74 124
Geometry Grp 1 1 1
Degree of Util (X) 0.192 0.088 0.146
Departure Headway (Hd) 4.02 4.311 4.259
Convergence, Y/N Yes Yes Yes
Cap 881 836 831
Service Time 2.097 2.311 2.34
HCM Lane V/C Ratio 0.195 0.089 0.149
HCM Control Delay, s/veh 8.1 7.7 8.1
HCM Lane LOS A A A
HCM 95th-tile Q 0.7 0.3 0.5

Page 696 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 10 10 47 64 10
Future Vol, veh/h 10 10 10 47 64 10
Conflicting Peds, #/hr 0 0 0 0 0 0
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 68 68 68 68 68 68
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 15 15 15 69 94 15
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 84 0 - 0 93 49
Stage 1 - - - - 49 -
Stage 2 - - - - 44 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1507 - - - 904 1016
Stage 1 - - - - 971 -
Stage 2 - - - - 976 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1507 - - - 895 1016
Mov Cap-2 Maneuver - - - - 895 -
Stage 1 - - - - 961 -
Stage 2 - - - - 976 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.71 0 9.49

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 900 - - - 910
HCM Lane V/C Ratio 0.01 - - - 0.12
HCM Ctrl Dly (s/v) 7.4 0 - - 9.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.4

Page 697 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
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 10 10 10 30 0 20 20 640 30 20 620 10 Future Vol, veh/h 10 10 10 30 0 20 20 640 30 20 620 10
Conflicting Peds, #/hr 1 0 2 2 0 1 6 0 1 1 0 6
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 10 10 10 31 0 21 21 667 31 21 646 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1408 1439 659 1420 1429 684 662 0 0 699 0 0 Stage 1 699 699 - 725 725 - - - - - - -
Stage 2 709 741 - 695 704 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 116 132 462 114 134 447 922 - - 893 - - Stage 1 429 440 - 415 428 - - - - - - -
Stage 2 423 422 - 431 438 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 105 125 458 97 127 446 916 - - 892 - - Mov Cap-2 Maneuver 105 125 - 97 127 - - - - - - -
Stage 1 417 428 - 405 418 - - - - - - -
Stage 2 394 412 - 401 425 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 34.68 44.56 0.26 0.28

HCM LOS D E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 916 - - 152 141 892 - -
HCM Lane V/C Ratio 0.023 - - 0.205 0.368 0.023 - -
HCM Ctrl Dly (s/v) 9 - - 34.7 44.6 9.1 - -
HCM Lane LOS A - - D E A - -
HCM 95th %tile Q(veh) 0.1 - - 0.7 1.5 0.1 - -

Page 698 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 30 30 650 630 30
Future Vol, veh/h 40 30 30 650 630 30
Conflicting Peds, #/hr 0 1 9 0 0 9
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 99 99 99 99 99 99
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 40 30 30 657 636 30
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1378 662 676 0 - 0
Stage 1 661 - - - - -
Stage 2 717 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 159 460 911 - - -
Stage 1 512 - - - - -
Stage 2 482 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 148 456 903 - - -
Mov Cap-2 Maneuver 148 - - - - -
Stage 1 481 - - - - -
Stage 2 478 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 30.95 0.4 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 79 - 208 - -
HCM Lane V/C Ratio 0.034 - 0.34 - -
HCM Ctrl Dly (s/v) 9.1 0 30.9 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0.1 - 1.4 - -

Page 699 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 140 20 26 10 20 80 13 460 10 50 500 110 Future Volume (veh/h) 140 20 26 10 20 80 13 460 10 50 500 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 15 0
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 0.97 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 151 22 22 11 22 12 14 495 10 54 538 107 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 276 27 26 105 165 73 144 731 15 375 640 92
Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.54 0.54 0.54 0.54 0.54 0.54 Sat Flow, veh/h 1135 172 166 220 1071 470 779 1287 26 887 1066 212 Grp Volume(v), veh/h 195 0 0 45 0 0 14 0 505 54 0 645
Grp Sat Flow(s),veh/h/ln 1474 0 0 1761 0 0 779 0 1313 887 0 1279 Q Serve(g_s), s 6.1 0.0 0.0 0.0 0.0 0.0 1.0 0.0 17.0 2.9 0.0 27.6 Cycle Q Clear(g_c), s 7.4 0.0 0.0 1.3 0.0 0.0 28.6 0.0 17.0 19.8 0.0 27.6 Prop In Lane 0.77 0.11 0.24 0.27 1.00 0.02 1.00 0.17
Lane Grp Cap(c), veh/h 329 0 0 344 0 0 144 0 746 375 0 732 V/C Ratio(X) 0.59 0.00 0.00 0.13 0.00 0.00 0.10 0.00 0.68 0.14 0.00 0.88 Avail Cap(c_a), veh/h 551 0 0 593 0 0 479 0 1220 690 0 1188 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.3 0.0 0.0 24.5 0.0 0.0 31.4 0.0 9.9 17.1 0.0 13.6 Incr Delay (d2), s/veh 0.6 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.4 0.1 0.0 2.8 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 25.5 %ile BackOfQ(50%),veh/ln 3.0 0.0 0.0 0.6 0.0 0.0 0.2 0.0 4.4 0.6 0.0 14.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.0 0.0 0.0 24.6 0.0 0.0 31.5 0.0 10.3 17.1 0.0 41.8 LnGrp LOS C C C B B D
Approach Vol, veh/h 195 45 519 699
Approach Delay, s/veh 28.0 24.6 10.8 39.9
Approach LOS C C B D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 40.0 18.4 40.0 18.4
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 54.3 17.8 54.3 17.8
Max Q Clear Time (g_c+I1), s 30.6 9.4 29.6 3.3
Green Ext Time (p_c), s 0.7 0.2 1.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 27.5
HCM 7th LOS C

Page 700 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 10 60 10 10 100 10
Future Vol, veh/h 10 60 10 10 100 10
Conflicting Peds, #/hr 0 3 3 0 4 0
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 79 79 79 79 79 79
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 13 76 13 13 127 13
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 92 0 96 54
Stage 1 - - - - 54 -
Stage 2 - - - - 42 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1497 - 901 1011
Stage 1 - - - - 966 -
Stage 2 - - - - 978 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1493 - 888 1008
Mov Cap-2 Maneuver - - - - 888 -
Stage 1 - - - - 964 -
Stage 2 - - - - 966 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.72 9.75

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 897 - - 900 -
HCM Lane V/C Ratio 0.155 - - 0.008 -
HCM Ctrl Dly (s/v) 9.7 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.5 - - 0 -

Page 701 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 40 30 40 40 40 20 403 30 40 456 40 Future Volume (veh/h) 40 40 30 40 40 40 20 403 30 40 456 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 12 0
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) 0.75 0.70 0.75 0.70 1.00 0.93 1.00 0.86 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1856 Adj Flow Rate, veh/h 41 41 15 41 41 18 21 415 28 41 470 38 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 168 150 46 162 146 53 75 508 34 121 544 31
Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.04 0.39 0.39 0.07 0.42 0.42 Sat Flow, veh/h 456 688 209 433 666 241 1767 1214 82 1767 1187 96 Grp Volume(v), veh/h 97 0 0 100 0 0 21 0 443 41 0 508
Grp Sat Flow(s),veh/h/ln 1354 0 0 1341 0 0 1767 0 1296 1767 0 1283 Q Serve(g_s), s 0.0 0.0 0.0 0.2 0.0 0.0 0.8 0.0 22.7 1.6 0.0 27.3 Cycle Q Clear(g_c), s 3.4 0.0 0.0 3.6 0.0 0.0 0.8 0.0 22.7 1.6 0.0 27.3 Prop In Lane 0.42 0.15 0.41 0.18 1.00 0.06 1.00 0.07
Lane Grp Cap(c), veh/h 364 0 0 360 0 0 75 0 542 121 0 575 V/C Ratio(X) 0.27 0.00 0.00 0.28 0.00 0.00 0.28 0.00 0.82 0.34 0.00 0.88 Avail Cap(c_a), veh/h 394 0 0 391 0 0 225 0 755 225 0 747 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.6 0.0 0.0 24.7 0.0 0.0 35.2 0.0 19.4 33.7 0.0 20.4 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.2 0.0 0.0 0.7 0.0 3.4 0.6 0.0 8.4 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 27.1 %ile BackOfQ(50%),veh/ln 1.4 0.0 0.0 1.5 0.0 0.0 0.4 0.0 6.9 0.7 0.0 14.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.7 0.0 0.0 24.8 0.0 0.0 35.9 0.0 22.8 34.3 0.0 55.9 LnGrp LOS C C D C C E
Approach Vol, veh/h 97 100 464 549
Approach Delay, s/veh 24.7 24.8 23.4 54.3
Approach LOS C C C D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.8 38.6 25.2 9.7 36.7 25.2
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 9.1 41.7 17.1 9.1 41.7 17.1 Max Q Clear Time (g_c+I1), s 2.8 29.3 5.4 3.6 24.7 5.6
Green Ext Time (p_c), s 0.0 0.6 0.1 0.0 0.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 37.6
HCM 7th LOS D

Page 702 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 40 60 10 40 50 40 50 10 40 40 10
Future Vol, veh/h 10 40 60 10 40 50 40 50 10 40 40 10
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 43 65 11 43 54 43 54 11 43 43 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8 7.9 8.3 8.3

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 40% 9% 10% 44%
Vol Thru, % 50% 36% 40% 44%
Vol Right, % 10% 55% 50% 11%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 100 110 100 90
LT Vol 40 10 10 40
Through Vol 50 40 40 40
RT Vol 10 60 50 10
Lane Flow Rate 109 120 109 98
Geometry Grp 1 1 1 1
Degree of Util (X) 0.138 0.141 0.129 0.125
Departure Headway (Hd) 4.586 4.248 4.289 4.601
Convergence, Y/N Yes Yes Yes Yes
Cap 783 845 837 780
Service Time 2.609 2.268 2.309 2.624
HCM Lane V/C Ratio 0.139 0.142 0.13 0.126
HCM Control Delay, s/veh 8.3 8 7.9 8.3
HCM Lane LOS A A A A
HCM 95th-tile Q 0.5 0.5 0.4 0.4

Page 703 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 10 10 0 10 0 10 0 0 0 0 20
Future Vol, veh/h 20 10 10 0 10 0 10 0 0 0 0 20
Conflicting Peds, #/hr 1 0 6 6 0 1 0 0 4 4 0 0
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 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 28 14 14 0 14 0 14 0 0 0 0 28
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 15 0 0 34 0 0 96 97 31 88 104 15
Stage 1 - - - - - - 82 82 - 15 15 -
Stage 2 - - - - - - 14 15 - 73 89 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1577 - - 1552 - - 877 785 1032 887 778 1053 Stage 1 - - - - - - 916 819 - 995 875 -
Stage 2 - - - - - - 996 875 - 926 813 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1576 - - 1543 - - 834 766 1022 867 759 1052 Mov Cap-2 Maneuver - - - - - - 834 766 - 867 759 -
Stage 1 - - - - - - 894 799 - 994 874 -
Stage 2 - - - - - - 970 874 - 906 794 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.66 0 9.39 8.51

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 834 818 - - 1543 - - 1052
HCM Lane V/C Ratio 0.017 0.018 - - - - - 0.026
HCM Ctrl Dly (s/v) 9.4 7.3 0 - 0 - - 8.5
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.1

Page 704 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 20 20 433 70 30 496
Future Vol, veh/h 20 20 433 70 30 496
Conflicting Peds, #/hr 172 3 0 301 301 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 99 99 99 99 99 99
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 20 20 437 71 30 501
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1507 777 0 0 809 0
Stage 1 774 - - - - -
Stage 2 734 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 132 395 - - 812 -
Stage 1 453 - - - - -
Stage 2 473 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 75 281 - - 579 -
Mov Cap-2 Maneuver 192 - - - - -
Stage 1 323 - - - - -
Stage 2 375 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 24.11 0 0.66

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 228 579 -
HCM Lane V/C Ratio - - 0.177 0.052 -
HCM Ctrl Dly (s/v) - - 24.1 11.6 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.6 0.2 -

Page 705 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 7.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 40 20 30 20 60 10 20 40 50 40 20
Future Vol, veh/h 40 40 20 30 20 60 10 20 40 50 40 20
Conflicting Peds, #/hr 17 0 49 17 0 49 5 0 17 3 0 5
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 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 43 43 21 32 21 64 11 21 43 53 43 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 134 0 0 113 0 0 299 385 119 321 364 107 Stage 1 - - - - - - 187 187 - 166 166 -
Stage 2 - - - - - - 111 198 - 155 198 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1444 - - 1470 - - 652 547 930 630 562 944 Stage 1 - - - - - - 812 743 - 834 759 -
Stage 2 - - - - - - 891 735 - 845 735 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1377 - - 1402 - - 522 470 872 508 483 896 Mov Cap-2 Maneuver - - - - - - 522 470 - 508 483 -
Stage 1 - - - - - - 749 686 - 776 706 -
Stage 2 - - - - - - 794 684 - 741 678 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.08 2.08 11.25 13.5

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 651 675 - - 427 - - 540
HCM Lane V/C Ratio 0.114 0.031 - - 0.023 - - 0.217
HCM Ctrl Dly (s/v) 11.2 7.7 0 - 7.6 0 - 13.5
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.4 0.1 - - 0.1 - - 0.8

Page 706 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
17: Oak Ave & Mitchell Dr Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
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 20 10 10 10 30 70 10 80 10 90 71 10
Future Vol, veh/h 20 10 10 10 30 70 10 80 10 90 71 10
Conflicting Peds, #/hr 3 0 0 0 0 3 0 0 0 0 0 1
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 81 81 92 92 81 81 92 92 92 81 92 81
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 25 12 11 11 37 86 11 87 11 111 77 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 126 0 0 23 0 0 166 215 18 210 178 84 Stage 1 - - - - - - 67 67 - 105 105 -
Stage 2 - - - - - - 98 148 - 105 73 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1454 - - 1585 - - 797 681 1058 745 714 972 Stage 1 - - - - - - 941 837 - 898 806 -
Stage 2 - - - - - - 906 773 - 898 833 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1449 - - 1585 - - 683 662 1058 625 695 968 Mov Cap-2 Maneuver - - - - - - 683 662 - 625 695 -
Stage 1 - - - - - - 924 823 - 889 798 -
Stage 2 - - - - - - 801 765 - 781 818 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.88 0.59 11.19 12.73

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 690 848 - - 128 - - 665
HCM Lane V/C Ratio 0.158 0.017 - - 0.007 - - 0.302
HCM Ctrl Dly (s/v) 11.2 7.5 0 - 7.3 0 - 12.7
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.6 0.1 - - 0 - - 1.3

Page 707 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 140 109 31 70 90 473 50 60 457 10 Future Volume (veh/h) 0 0 140 109 31 70 90 473 50 60 457 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 12 0 0 6 0
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 0.89 1.00 0.93 1.00 0.91 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 143 111 32 12 92 483 51 61 466 10 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 44 184 220 63 222 165 533 16 143 544 9
Arrive On Green 0.00 0.00 0.02 0.16 0.16 0.16 0.09 0.43 0.43 0.08 0.42 0.42 Sat Flow, veh/h 0 1856 1572 1387 400 1404 1767 1163 123 1767 1283 28 Grp Volume(v), veh/h 0 0 143 143 0 12 92 0 534 61 0 476 Grp Sat Flow(s),veh/h/ln 0 1856 1572 1786 0 1404 1767 0 1286 1767 0 1310 Q Serve(g_s), s 0.0 0.0 2.0 6.2 0.0 0.6 4.2 0.0 34.4 2.8 0.0 28.3 Cycle Q Clear(g_c), s 0.0 0.0 2.0 6.2 0.0 0.6 4.2 0.0 34.4 2.8 0.0 28.3 Prop In Lane 0.00 1.00 0.78 1.00 1.00 0.10 1.00 0.02
Lane Grp Cap(c), veh/h 0 44 184 283 0 222 165 0 566 143 0 548 V/C Ratio(X) 0.00 0.00 0.78 0.51 0.00 0.05 0.56 0.00 0.94 0.43 0.00 0.87 Avail Cap(c_a), veh/h 0 44 185 400 0 314 189 0 559 187 0 546 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) 0.00 0.00 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 0.0 0.0 36.5 32.8 0.0 30.4 36.9 0.0 24.2 37.3 0.0 23.4 Incr Delay (d2), s/veh 0.0 0.0 17.0 0.5 0.0 0.0 1.1 0.0 24.8 0.8 0.0 13.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 51.2 0.0 0.0 6.6 %ile BackOfQ(50%),veh/ln 0.0 0.0 3.7 2.7 0.0 0.2 1.9 0.0 22.7 1.2 0.0 12.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 53.6 33.3 0.0 30.5 38.0 0.0 100.3 38.1 0.0 43.6 LnGrp LOS D C C D F D D
Approach Vol, veh/h 143 155 626 537
Approach Delay, s/veh 53.6 33.1 91.2 43.0
Approach LOS D C F D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.7 43.1 23.2 11.6 44.2 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 9.1 33.8 19.0 9.0 * 37 2.0
Max Q Clear Time (g_c+I1), s 6.2 30.3 8.2 4.8 36.4 4.0
Green Ext Time (p_c), s 0.0 0.3 0.1 0.0 0.1 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 63.6
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 708 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 10 110 110 703 736 10
Future Volume (veh/h) 10 110 110 703 736 10
Initial Q (Qb), veh 0 0 0 15 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 0.97
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 1856 1856 1856 1318 1318 1318
Adj Flow Rate, veh/h 10 11 112 717 751 10
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 3 3 3 3 3 3
Cap, veh/h 41 45 187 1013 781 10
Arrive On Green 0.05 0.05 0.11 0.76 0.59 0.59
Sat Flow, veh/h 758 834 1767 1318 1297 17
Grp Volume(v), veh/h 22 0 112 717 0 761
Grp Sat Flow(s),veh/h/ln1668 0 1767 1318 0 1315
Q Serve(g_s), s 1.0 0.0 4.6 21.3 0.0 42.2
Cycle Q Clear(g_c), s 1.0 0.0 4.6 21.3 0.0 42.2
Prop In Lane 0.45 0.50 1.00 0.01
Lane Grp Cap(c), veh/h 89 0 187 1013 0 792
V/C Ratio(X) 0.25 0.00 0.60 0.71 0.00 0.96
Avail Cap(c_a), veh/h 243 0 218 1208 0 891
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 35.3 0.0 33.2 5.5 0.0 14.6
Incr Delay (d2), s/veh 0.5 0.0 1.5 1.1 0.0 19.5
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 5.4 0.0 0.0
%ile BackOfQ(50%),veh/ln0.4 0.0 2.0 6.0 0.0 14.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 35.8 0.0 34.8 11.9 0.0 34.0
LnGrp LOS D C B C
Approach Vol, veh/h 22 829 761
Approach Delay, s/veh 35.8 15.0 34.0
Approach LOS D B C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s12.8 53.9 66.8 8.8
Change Period (Y+Rc), s 4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 9.3 51.2 * 69 11.0
Max Q Clear Time (g_c+I1), s 6.6 44.2 23.3 3.0
Green Ext Time (p_c), s 0.0 0.6 0.7 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 24.3
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 709 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 10 44 37 803 826 20
Future Vol, veh/h 10 44 37 803 826 20
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 10 45 38 819 843 20
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1752 857 867 0 - 0
Stage 1 857 - - - - -
Stage 2 895 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 93 355 772 - - -
Stage 1 414 - - - - -
Stage 2 397 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 88 354 769 - - -
Mov Cap-2 Maneuver 220 - - - - -
Stage 1 392 - - - - -
Stage 2 396 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 17.66 0.44 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 769 - 220 354 - -
HCM Lane V/C Ratio 0.049 - 0.046 0.127 - -
HCM Ctrl Dly (s/v) 9.9 - 22.1 16.6 - -
HCM Lane LOS A - C C - -
HCM 95th %tile Q(veh) 0.2 - 0.1 0.4 - -

Page 710 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.3
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 10 60 10 10 40 10
Future Vol, veh/h 10 60 10 10 40 10
Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 13 78 13 13 52 13
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 7 7.4 7.6

Page 711 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 20 190 220 50 40 20
Future Vol, veh/h 20 190 220 50 40 20
Conflicting Peds, #/hr 0 0 0 0 0 0
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 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 21 198 229 52 42 21
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 281 0 - 0 495 255
Stage 1 - - - - 255 -
Stage 2 - - - - 240 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1276 - - - 532 781
Stage 1 - - - - 785 -
Stage 2 - - - - 798 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1276 - - - 522 781
Mov Cap-2 Maneuver - - - - 522 -
Stage 1 - - - - 771 -
Stage 2 - - - - 798 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.75 0 11.86

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 171 - - - 587
HCM Lane V/C Ratio 0.016 - - - 0.106
HCM Ctrl Dly (s/v) 7.9 0 - - 11.9
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.4

Page 712 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 140 30 20 230 20 30 10 10 10 10 20 Future Vol, veh/h 30 140 30 20 230 20 30 10 10 10 10 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 34 157 34 22 258 22 34 11 11 11 11 22
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 281 0 0 191 0 0 551 567 174 545 573 270 Stage 1 - - - - - - 242 242 - 315 315 -
Stage 2 - - - - - - 309 326 - 230 258 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1276 - - 1377 - - 444 431 867 448 428 767 Stage 1 - - - - - - 760 704 - 694 654 -
Stage 2 - - - - - - 699 647 - 770 692 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1276 - - 1377 - - 402 413 867 412 410 767 Mov Cap-2 Maneuver - - - - - - 402 413 - 412 410 -
Stage 1 - - - - - - 740 685 - 683 643 -
Stage 2 - - - - - - 656 636 - 728 674 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.18 0.57 13.85 12.34

HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 405 867 1276 - - 1377 - - 535
HCM Lane V/C Ratio 0.111 0.013 0.026 - - 0.016 - - 0.084 HCM Ctrl Dly (s/v) 15 9.2 7.9 - - 7.7 - - 12.3
HCM Lane LOS C A A - - A - - B
HCM 95th %tile Q(veh) 0.4 0 0.1 - - 0 - - 0.3

Page 713 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 10 30 20 520 540 20
Future Vol, veh/h 10 30 20 520 540 20
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 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 11 34 22 584 607 22
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1247 618 629 0 - 0
Stage 1 618 - - - - -
Stage 2 629 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 191 487 948 - - -
Stage 1 536 - - - - -
Stage 2 529 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 184 487 948 - - -
Mov Cap-2 Maneuver 184 - - - - -
Stage 1 517 - - - - -
Stage 2 529 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 16.99 0.33 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 67 - 345 - -
HCM Lane V/C Ratio 0.024 - 0.13 - -
HCM Ctrl Dly (s/v) 8.9 0 17 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -

Page 714 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
25: Silverado Trail & Howell Mountain Rd Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 20 520 40 10 560
Future Vol, veh/h 30 20 520 40 10 560
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 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 33 22 578 44 11 622
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1244 600 0 0 622 0
Stage 1 600 - - - - -
Stage 2 644 - - - - -
Critical Hdwy 6.43 6.23 - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 - - 2.227 -
Pot Cap-1 Maneuver 191 499 - - 954 -
Stage 1 546 - - - - -
Stage 2 521 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 189 499 - - 954 -
Mov Cap-2 Maneuver 328 - - - - -
Stage 1 546 - - - - -
Stage 2 515 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 16.08 0 0.15

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 380 954 -
HCM Lane V/C Ratio - - 0.146 0.012 -
HCM Ctrl Dly (s/v) - - 16.1 8.8 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.5 0 -

Page 715 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
26: Silverado Trail & Pope Street Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 80 60 100 480 430 160
Future Vol, veh/h 80 60 100 480 430 160
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 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 88 66 110 527 473 176
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1220 473 648 0 - 0
Stage 1 473 - - - - -
Stage 2 747 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 198 590 933 - - -
Stage 1 625 - - - - -
Stage 2 466 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 175 590 933 - - -
Mov Cap-2 Maneuver 310 - - - - -
Stage 1 552 - - - - -
Stage 2 466 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 20.2 1.62 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 933 - 389 - -
HCM Lane V/C Ratio 0.118 - 0.396 - -
HCM Ctrl Dly (s/v) 9.4 - 20.2 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.4 - 1.8 - -

Page 716 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 10 0 0 10 0 703 10 10 736 10
Future Vol, veh/h 0 0 10 0 0 10 0 703 10 10 736 10
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - 150 - -
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 10 0 0 10 0 717 10 10 751 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1494 1504 756 1494 1504 722 761 0 0 728 0 0 Stage 1 777 777 - 722 722 - - - - - - -
Stage 2 717 728 - 771 782 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 101 121 406 101 121 425 846 - - 871 - - Stage 1 389 406 - 416 430 - - - - - - -
Stage 2 419 427 - 391 404 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 97 119 406 97 119 425 846 - - 871 - - Mov Cap-2 Maneuver 97 119 - 97 119 - - - - - - -
Stage 1 384 401 - 416 430 - - - - - - -
Stage 2 409 427 - 377 399 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.09 13.68 0 0.12

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 846 - - 406 425 871 - -
HCM Lane V/C Ratio - - - 0.025 0.024 0.012 - -
HCM Ctrl Dly (s/v) 0 - - 14.1 13.7 9.2 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - -

Page 717 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 11.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 10 40 60 10 30 20 563 130 40 656 10 Future Vol, veh/h 20 10 40 60 10 30 20 563 130 40 656 10 Conflicting Peds, #/hr 0 0 0 0 0 0 15 0 3 3 0 15
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 21 10 42 63 10 31 21 586 135 42 683 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1420 1553 704 1471 1491 657 709 0 0 725 0 0 Stage 1 787 787 - 699 699 - - - - - - -
Stage 2 633 767 - 772 792 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 113 113 436 105 123 463 886 - - 873 - - Stage 1 383 401 - 429 440 - - - - - - -
Stage 2 466 410 - 391 399 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 89 103 429 79 112 462 873 - - 871 - - Mov Cap-2 Maneuver 89 103 - 79 112 - - - - - - -
Stage 1 360 377 - 417 429 - - - - - - -
Stage 2 414 399 - 327 375 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 41.86 145.11 0.26 0.53

HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 873 - - 168 110 871 - -
HCM Lane V/C Ratio 0.024 - - 0.434 0.949 0.048 - -
HCM Ctrl Dly (s/v) 9.2 - - 41.9 145.1 9.3 - -
HCM Lane LOS A - - E F A - -
HCM 95th %tile Q(veh) 0.1 - - 2 5.9 0.2 - -

Page 718 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 10 0 20 10 10 10 160 20 10 150 0
Future Vol, veh/h 0 10 0 20 10 10 10 160 20 10 150 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 11 0 22 11 11 11 172 22 11 161 0
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.9 8 8.5 8.4

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 5% 0% 50% 6%
Vol Thru, % 84% 100% 25% 94%
Vol Right, % 11% 0% 25% 0%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 190 10 40 160
LT Vol 10 0 20 10
Through Vol 160 10 10 150
RT Vol 20 0 10 0
Lane Flow Rate 204 11 43 172
Geometry Grp 1 1 1 1
Degree of Util (X) 0.234 0.014 0.057 0.201
Departure Headway (Hd) 4.123 4.829 4.736 4.213
Convergence, Y/N Yes Yes Yes Yes
Cap 858 745 761 840
Service Time 2.211 2.832 2.736 2.305
HCM Lane V/C Ratio 0.238 0.015 0.057 0.205
HCM Control Delay, s/veh 8.5 7.9 8 8.4
HCM Lane LOS A A A A
HCM 95th-tile Q 0.9 0 0.2 0.7

Page 719 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 10
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 30 10 60 30 20 20 160 80 10 140 10 Future Vol, veh/h 10 30 10 60 30 20 20 160 80 10 140 10 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 12 37 12 74 37 25 25 198 99 12 173 12
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh8.9 9.6 10.7 9.6

HCM LOS A A B A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 8% 20% 55% 6%
Vol Thru, % 62% 60% 27% 88%
Vol Right, % 31% 20% 18% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 260 50 110 160
LT Vol 20 10 60 10
Through Vol 160 30 30 140
RT Vol 80 10 20 10
Lane Flow Rate 321 62 136 198
Geometry Grp 1 1 1 1
Degree of Util (X) 0.404 0.09 0.197 0.264
Departure Headway (Hd) 4.535 5.261 5.222 4.809
Convergence, Y/N Yes Yes Yes Yes
Cap 790 674 682 743
Service Time 2.588 3.348 3.298 2.87
HCM Lane V/C Ratio 0.406 0.092 0.199 0.266
HCM Control Delay, s/veh 10.7 8.9 9.6 9.6
HCM Lane LOS B A A A
HCM 95th-tile Q 2 0.3 0.7 1.1

Page 720 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh10.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 40 40 39 40 40 30 160 30 30 150 20 Future Vol, veh/h 40 40 40 39 40 40 30 160 30 30 150 20 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 48 48 48 47 48 48 36 193 36 36 181 24
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh9.9 9.9 11.1 10.8

HCM LOS A A B B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 14% 33% 33% 15%
Vol Thru, % 73% 33% 34% 75%
Vol Right, % 14% 33% 34% 10%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 220 120 119 200
LT Vol 30 40 39 30
Through Vol 160 40 40 150
RT Vol 30 40 40 20
Lane Flow Rate 265 145 143 241
Geometry Grp 1 1 1 1
Degree of Util (X) 0.373 0.215 0.214 0.341
Departure Headway (Hd) 5.068 5.365 5.364 5.099
Convergence, Y/N Yes Yes Yes Yes
Cap 713 669 670 706
Service Time 3.068 3.399 3.397 3.127
HCM Lane V/C Ratio 0.372 0.217 0.213 0.341
HCM Control Delay, s/veh 11.1 9.9 9.9 10.8
HCM Lane LOS B A A B
HCM 95th-tile Q 1.7 0.8 0.8 1.5

Page 721 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 60 80 463 467 49
Future Vol, veh/h 40 60 80 463 467 49
Conflicting Peds, #/hr 0 155 202 0 0 202
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 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 42 63 83 482 486 51
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1363 869 740 0 - 0
Stage 1 714 - - - - -
Stage 2 649 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 162 350 862 - - -
Stage 1 483 - - - - -
Stage 2 518 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 88 241 696 - - -
Mov Cap-2 Maneuver 207 - - - - -
Stage 1 327 - - - - -
Stage 2 419 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 33.84 1.6 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 265 - 226 - -
HCM Lane V/C Ratio 0.12 - 0.461 - -
HCM Ctrl Dly (s/v) 10.9 0 33.8 - -
HCM Lane LOS B A D - -
HCM 95th %tile Q(veh) 0.4 - 2.2 - -

Page 722 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 110 0 10 230 40 10 0 0 30 0 70
Future Vol, veh/h 30 110 0 10 230 40 10 0 0 30 0 70
Conflicting Peds, #/hr 10 0 7 7 0 10 2 0 0 0 0 2
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 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 34 124 0 11 258 45 11 0 0 34 0 79
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 313 0 0 131 0 0 481 534 131 504 511 293 Stage 1 - - - - - - 198 198 - 313 313 -
Stage 2 - - - - - - 283 336 - 191 198 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1241 - - 1449 - - 494 451 916 476 464 744 Stage 1 - - - - - - 802 735 - 695 655 -
Stage 2 - - - - - - 722 640 - 808 735 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1229 - - 1439 - - 420 426 910 454 439 736 Mov Cap-2 Maneuver - - - - - - 420 426 - 454 439 -
Stage 1 - - - - - - 773 709 - 682 643 -
Stage 2 - - - - - - 637 628 - 785 709 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.72 0.27 13.8 12.09

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 420 386 - - 62 - - 620
HCM Lane V/C Ratio 0.027 0.027 - - 0.008 - - 0.181
HCM Ctrl Dly (s/v) 13.8 8 0 - 7.5 0 - 12.1
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.7

Page 723 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
35: Grayson Ave & Oak Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 40 50 70 80 10
Future Vol, veh/h 10 40 50 70 80 10
Conflicting Peds, #/hr 0 0 0 0 0 0
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 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 11 43 54 76 87 11
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 130 0 - 0 158 92
Stage 1 - - - - 92 -
Stage 2 - - - - 65 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1449 - - - 831 962
Stage 1 - - - - 929 -
Stage 2 - - - - 955 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1449 - - - 825 962
Mov Cap-2 Maneuver - - - - 825 -
Stage 1 - - - - 922 -
Stage 2 - - - - 955 -
Approach EB WB SB
HCM Ctrl Dly, s/v 1.5 0 9.86

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 360 - - - 838
HCM Lane V/C Ratio 0.008 - - - 0.117
HCM Ctrl Dly (s/v) 7.5 0 - - 9.9
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.4

Page 724 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
36: Oak Ave & Charter Oak Ave Cumulative MD Plus Project Oak Ave Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 70 10 10 40 10 10 80 10 10 90 10
Future Vol, veh/h 10 70 10 10 40 10 10 80 10 10 90 10
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 76 11 11 43 11 11 87 11 11 98 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 255 245 103 272 245 92 109 0 0 98 0 0 Stage 1 125 125 - 114 114 - - - - - - -
Stage 2 130 120 - 158 130 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 696 656 949 679 656 962 1476 - - 1489 - - Stage 1 877 791 - 888 799 - - - - - - -
Stage 2 871 795 - 842 786 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 632 646 949 584 646 962 1476 - - 1489 - - Mov Cap-2 Maneuver 632 646 - 584 646 - - - - - - -
Stage 1 870 784 - 881 793 - - - - - - -
Stage 2 807 789 - 746 780 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.32 10.95 0.75 0.68

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 176 - - 668 670 160 - -
HCM Lane V/C Ratio 0.007 - - 0.147 0.097 0.007 - -
HCM Ctrl Dly (s/v) 7.5 0 - 11.3 10.9 7.4 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.5 0.3 0 - -

Page 725 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 10 100 40 10 50
Future Vol, veh/h 30 10 100 40 10 50
Conflicting Peds, #/hr 0 9 9 0 1 0
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 76 76 76 76 76 76
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 39 13 132 53 13 66
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 62 0 372 55
Stage 1 - - - - 55 -
Stage 2 - - - - 317 -
Critical Hdwy - - 4.16 - 6.46 6.26
Critical Hdwy Stg 1 - - - - 5.46 -
Critical Hdwy Stg 2 - - - - 5.46 -
Follow-up Hdwy - - 2.254 - 3.554 3.354
Pot Cap-1 Maneuver - - 1516 - 621 1001
Stage 1 - - - - 957 -
Stage 2 - - - - 730 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1503 - 560 992
Mov Cap-2 Maneuver - - - - 560 -
Stage 1 - - - - 949 -
Stage 2 - - - - 663 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 5.45 9.5

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 879 - - 1286 -
HCM Lane V/C Ratio 0.09 - - 0.088 -
HCM Ctrl Dly (s/v) 9.5 - - 7.6 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.3 - - 0.3 -

Page 726 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 10.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 40 50 250 30 40 230
Future Vol, veh/h 40 50 250 30 40 230
Conflicting Peds, #/hr 0 3 3 0 0 0
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 69 69 69 69 69 69
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 58 72 362 43 58 333
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 133 0 865 97
Stage 1 - - - - 97 -
Stage 2 - - - - 768 -
Critical Hdwy - - 4.14 - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - 2.236 - 3.536 3.336
Pot Cap-1 Maneuver - - 1439 - 321 953
Stage 1 - - - - 922 -
Stage 2 - - - - 454 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1435 - 238 951
Mov Cap-2 Maneuver - - - - 238 -
Stage 1 - - - - 919 -
Stage 2 - - - - 337 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 7.46 18.17

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 658 - - 1400 -
HCM Lane V/C Ratio 0.595 - - 0.253 -
HCM Ctrl Dly (s/v) 18.2 - - 8.4 0
HCM Lane LOS C - - A A
HCM 95th %tile Q(veh) 3.9 - - 1 -

Page 727 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 15.1
Intersection LOS C
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 180 110 60 210 130
Future Vol, veh/h 30 180 110 60 210 130
Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 42 250 153 83 292 181
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 12.2 11 19

HCM LOS B B C
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 14% 62%
Vol Thru, % 65% 0% 38%
Vol Right, % 35% 86% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 170 210 340
LT Vol 0 30 210
Through Vol 110 0 130
RT Vol 60 180 0
Lane Flow Rate 236 292 472
Geometry Grp 1 1 1
Degree of Util (X) 0.343 0.427 0.687
Departure Headway (Hd) 5.237 5.268 5.236
Convergence, Y/N Yes Yes Yes
Cap 685 682 689
Service Time 3.276 3.309 3.267
HCM Lane V/C Ratio 0.345 0.428 0.685
HCM Control Delay, s/veh 11 12.2 19
HCM Lane LOS B B C
HCM 95th-tile Q 1.5 2.1 5.5

Page 728 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 10 20 140 130 10
Future Vol, veh/h 10 10 20 140 130 10
Conflicting Peds, #/hr 2 0 0 2 1 0
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 72 72 72 72 72 72
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 14 14 28 194 181 14
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 224 0 - 0 170 127
Stage 1 - - - - 127 -
Stage 2 - - - - 43 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1339 - - - 818 921
Stage 1 - - - - 896 -
Stage 2 - - - - 977 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1336 - - - 807 919
Mov Cap-2 Maneuver - - - - 807 -
Stage 1 - - - - 885 -
Stage 2 - - - - 975 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.86 0 10.81

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 900 - - - 814
HCM Lane V/C Ratio 0.01 - - - 0.239
HCM Ctrl Dly (s/v) 7.7 0 - - 10.8
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.9

Page 729 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 0 10 30 0 30 10 720 40 30 900 10
Future Vol, veh/h 10 0 10 30 0 30 10 720 40 30 900 10
Conflicting Peds, #/hr 0 0 5 5 0 0 13 0 2 2 0 13
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
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
Heavy Vehicles, % 8 8 8 8 8 8 8 8 8 8 8 8
Mvmt Flow 11 0 11 32 0 32 11 758 42 32 947 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1808 1852 971 1818 1836 781 971 0 0 802 0 0 Stage 1 1029 1029 - 802 802 - - - - - - -
Stage 2 779 823 - 1016 1034 - - - - - - -
Critical Hdwy 7.18 6.58 6.28 7.18 6.58 6.28 4.18 - - 4.18 - - Critical Hdwy Stg 1 6.18 5.58 - 6.18 5.58 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.18 5.58 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.572 4.072 3.372 2.272 - - 2.272 - - Pot Cap-1 Maneuver 59 72 299 58 73 385 686 - - 796 - -
Stage 1 275 304 - 369 388 - - - - - - -
Stage 2 380 379 - 280 302 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 51 67 294 53 68 385 678 - - 794 - -
Mov Cap-2 Maneuver 51 67 - 53 68 - - - - - - -
Stage 1 261 288 - 362 381 - - - - - - -
Stage 2 343 373 - 258 286 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 59.77 103.35 0.13 0.31

Page 730 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 30 50 740 810 130
Future Vol, veh/h 30 30 50 740 810 130
Conflicting Peds, #/hr 0 4 8 0 0 8
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 96 96 96 96 96 96
Heavy Vehicles, % 8 8 8 8 8 8
Mvmt Flow 31 31 52 771 844 135
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1794 923 987 0 - 0
Stage 1 919 - - - - -
Stage 2 875 - - - - -
Critical Hdwy 6.48 6.28 4.18 - - -
Critical Hdwy Stg 1 5.48 - - - - -
Critical Hdwy Stg 2 5.48 - - - - -
Follow-up Hdwy 3.572 3.372 2.272 - - -
Pot Cap-1 Maneuver 85 319 677 - - -
Stage 1 379 - - - - -
Stage 2 398 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 73 315 672 - - -
Mov Cap-2 Maneuver 73 - - - - -
Stage 1 325 - - - - -
Stage 2 395 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 65.5 0.68 0

Page 731 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 100 50 50 20 60 80 40 610 20 120 610 110 Future Volume (veh/h) 100 50 50 20 60 80 40 610 20 120 610 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 0.99 1.00 0.99 1.00 0.97 1.00 0.97 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 1811 1811 1811 1811 1811 1811 1811 1287 1287 1811 1287 1287 Adj Flow Rate, veh/h 119 60 50 24 71 66 48 726 23 143 726 126 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 159 68 52 60 155 128 55 832 26 198 714 124
Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.67 0.67 0.67 0.67 0.67 0.67 Sat Flow, veh/h 615 359 272 150 815 670 627 1239 39 690 1063 185 Grp Volume(v), veh/h 229 0 0 161 0 0 48 0 749 143 0 852 Grp Sat Flow(s),veh/h/ln 1246 0 0 1635 0 0 627 0 1279 690 0 1248 Q Serve(g_s), s 12.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60.4 26.9 0.0 87.3 Cycle Q Clear(g_c), s 23.8 0.0 0.0 11.3 0.0 0.0 87.3 0.0 60.4 87.3 0.0 87.3 Prop In Lane 0.52 0.22 0.15 0.41 1.00 0.03 1.00 0.15
Lane Grp Cap(c), veh/h 280 0 0 344 0 0 55 0 859 198 0 838 V/C Ratio(X) 0.82 0.00 0.00 0.47 0.00 0.00 0.87 0.00 0.87 0.72 0.00 1.02 Avail Cap(c_a), veh/h 280 0 0 344 0 0 55 0 859 198 0 838 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 0.0 0.0 47.1 0.0 0.0 65.0 0.0 16.9 51.6 0.0 21.4 Incr Delay (d2), s/veh 16.1 0.0 0.0 0.4 0.0 0.0 72.3 0.0 9.4 10.6 0.0 35.3 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 8.7 0.0 0.0 4.8 0.0 0.0 2.7 0.0 18.9 5.3 0.0 31.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 69.0 0.0 0.0 47.5 0.0 0.0 137.3 0.0 26.4 62.1 0.0 56.7 LnGrp LOS E D F C E F
Approach Vol, veh/h 229 161 797 995
Approach Delay, s/veh 69.0 47.5 33.0 57.5
Approach LOS E D C E
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 96.0 34.0 96.0 34.0
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 87.3 24.8 87.3 24.8
Max Q Clear Time (g_c+I1), s 89.3 25.8 89.3 13.3
Green Ext Time (p_c), s 0.0 0.0 0.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 49.0
HCM 7th LOS D

Page 732 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 150 10 20 120 20
Future Vol, veh/h 30 150 10 20 120 20
Conflicting Peds, #/hr 0 1 1 0 3 0
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 67 67 67 67 67 67
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 45 224 15 30 179 30
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 270 0 220 158
Stage 1 - - - - 158 -
Stage 2 - - - - 63 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1288 - 766 885
Stage 1 - - - - 868 -
Stage 2 - - - - 957 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1287 - 754 884
Mov Cap-2 Maneuver - - - - 754 -
Stage 1 - - - - 868 -
Stage 2 - - - - 943 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.61 11.41

Page 733 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 90 40 30 70 40 50 570 50 70 540 70 Future Volume (veh/h) 60 90 40 30 70 40 50 570 50 70 540 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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) 0.96 0.94 0.97 0.92 1.00 1.00 1.00 0.96 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 1796 1796 1796 1796 1796 1796 1796 1276 1276 1796 1276 1796 Adj Flow Rate, veh/h 63 94 37 31 73 35 52 594 51 73 562 72 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 7 7 7 7 7 7 7 7 7 7 7 7
Cap, veh/h 115 134 47 83 151 63 121 611 52 139 594 76
Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.07 0.53 0.53 0.08 0.54 0.54 Sat Flow, veh/h 413 854 299 232 967 404 1711 1158 99 1711 1103 141 Grp Volume(v), veh/h 194 0 0 139 0 0 52 0 645 73 0 634
Grp Sat Flow(s),veh/h/ln 1566 0 0 1604 0 0 1711 0 1258 1711 0 1244 Q Serve(g_s), s 3.7 0.0 0.0 0.0 0.0 0.0 2.7 0.0 46.9 3.9 0.0 45.2 Cycle Q Clear(g_c), s 11.0 0.0 0.0 7.3 0.0 0.0 2.7 0.0 46.9 3.9 0.0 45.2 Prop In Lane 0.32 0.19 0.22 0.25 1.00 0.08 1.00 0.11
Lane Grp Cap(c), veh/h 296 0 0 298 0 0 121 0 664 139 0 670 V/C Ratio(X) 0.66 0.00 0.00 0.47 0.00 0.00 0.43 0.00 0.97 0.52 0.00 0.95 Avail Cap(c_a), veh/h 926 0 0 941 0 0 1071 0 1014 1071 0 1003 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.0 0.0 0.0 36.6 0.0 0.0 42.0 0.0 21.6 41.6 0.0 20.5 Incr Delay (d2), s/veh 0.9 0.0 0.0 0.4 0.0 0.0 0.9 0.0 14.4 1.1 0.0 10.7 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 4.4 0.0 0.0 3.0 0.0 0.0 1.2 0.0 15.5 1.7 0.0 14.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 38.9 0.0 0.0 37.0 0.0 0.0 42.8 0.0 36.0 42.7 0.0 31.2 LnGrp LOS D D D D D C
Approach Vol, veh/h 194 139 697 707
Approach Delay, s/veh 38.9 37.0 36.5 32.4
Approach LOS D D D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 11.4 59.4 23.5 12.4 58.5 23.5
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 59.0 76.0 55.0 59.0 76.0 55.0 Max Q Clear Time (g_c+I1), s 4.7 47.2 9.3 5.9 48.9 13.0 Green Ext Time (p_c), s 0.0 0.9 0.2 0.0 0.9 0.3
Intersection Summary
HCM 7th Control Delay, s/veh 35.2
HCM 7th LOS D

Page 734 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh11.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 100 80 20 50 40 80 110 60 60 70 20 Future Vol, veh/h 30 100 80 20 50 40 80 110 60 60 70 20 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 37 122 98 24 61 49 98 134 73 73 85 24
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh11.5 10 12.4 10.7

Page 735 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 90 30 0 30 10 10 0 0 0 0 10
Future Vol, veh/h 40 90 30 0 30 10 10 0 0 0 0 10
Conflicting Peds, #/hr 6 0 4 4 0 6 2 0 4 4 0 2
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 76 76 76 76 76 76 76 76 76 76 76 76
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 53 118 39 0 39 13 13 0 0 0 0 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 59 0 0 162 0 0 289 306 146 280 319 54 Stage 1 - - - - - - 247 247 - 52 52 -
Stage 2 - - - - - - 41 59 - 228 267 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1539 - - 1411 - - 661 606 898 671 596 1010 Stage 1 - - - - - - 754 700 - 958 850 -
Stage 2 - - - - - - 971 844 - 773 686 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1530 - - 1405 - - 624 577 891 639 568 1003 Mov Cap-2 Maneuver - - - - - - 624 577 - 639 568 -
Stage 1 - - - - - - 723 671 - 953 845 -
Stage 2 - - - - - - 956 839 - 741 658 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.86 0 10.89 8.64

Page 736 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 40 20 650 110 20 590
Future Vol, veh/h 40 20 650 110 20 590
Conflicting Peds, #/hr 22 0 0 17 17 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 9 9 9 9 9 9
Mvmt Flow 42 21 684 116 21 621
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1444 759 0 0 817 0
Stage 1 759 - - - - -
Stage 2 685 - - - - -
Critical Hdwy 6.49 6.29 - - 4.19 -
Critical Hdwy Stg 1 5.49 - - - - -
Critical Hdwy Stg 2 5.49 - - - - -
Follow-up Hdwy 3.581 3.381 - - 2.281 -
Pot Cap-1 Maneuver 140 395 - - 781 -
Stage 1 450 - - - - -
Stage 2 488 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 131 389 - - 769 -
Mov Cap-2 Maneuver 267 - - - - -
Stage 1 443 - - - - -
Stage 2 464 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 20.3 0 0.32

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 298 769 -
HCM Lane V/C Ratio - - 0.212 0.027 -
HCM Ctrl Dly (s/v) - - 20.3 9.8 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.8 0.1 -

Page 737 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 6.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 50 60 20 10 40 190 10 10 10 140 10 10 Future Vol, veh/h 50 60 20 10 40 190 10 10 10 140 10 10 Conflicting Peds, #/hr 4 0 30 4 0 30 3 0 4 4 0 3
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 80 80 80 80 80 80 80 80 80 80 80 80
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 63 75 25 13 50 238 13 13 13 175 13 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 318 0 0 130 0 0 327 585 122 434 479 202 Stage 1 - - - - - - 243 243 - 224 224 -
Stage 2 - - - - - - 84 343 - 210 255 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1237 - - 1449 - - 624 422 927 530 484 837 Stage 1 - - - - - - 759 703 - 777 717 -
Stage 2 - - - - - - 921 636 - 790 695 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1202 - - 1408 - - 541 372 897 458 427 810 Mov Cap-2 Maneuver - - - - - - 541 372 - 458 427 -
Stage 1 - - - - - - 696 645 - 746 689 -
Stage 2 - - - - - - 878 611 - 719 637 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.14 0.32 12.3 18.27

Page 738 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
17: Mitchell Dr & Oak Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 30 30 40 60 120 20
Future Vol, veh/h 30 30 40 60 120 20
Conflicting Peds, #/hr 3 0 0 3 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - 20 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 34 34 46 69 138 23
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 118 0 - 0 152 50
Stage 1 - - - - 49 -
Stage 2 - - - - 103 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1464 - - - 837 1015
Stage 1 - - - - 971 -
Stage 2 - - - - 918 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1460 - - - 812 1012
Mov Cap-2 Maneuver - - - - 812 -
Stage 1 - - - - 945 -
Stage 2 - - - - 916 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.76 0 10.33

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 900 - - - 836
HCM Lane V/C Ratio 0.024 - - - 0.193
HCM Ctrl Dly (s/v) 7.5 0 - - 10.3
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.7

Page 739 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 170 200 40 170 80 690 80 110 560 10 Future Volume (veh/h) 0 0 170 200 40 170 80 690 80 110 560 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 25 0 0 0 0
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 0.97 1.00 0.98 1.00 0.99 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 1811 1811 1811 1811 1811 1811 1811 1287 1287 1811 1287 1287 Adj Flow Rate, veh/h 0 0 173 204 41 66 82 704 82 112 571 10 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 0 25 111 222 45 229 102 706 32 133 752 13
Arrive On Green 0.00 0.00 0.01 0.15 0.15 0.15 0.06 0.58 0.58 0.08 0.60 0.60 Sat Flow, veh/h 0 1811 1535 1448 291 1490 1725 1128 131 1725 1261 22 Grp Volume(v), veh/h 0 0 173 245 0 66 82 0 786 112 0 581 Grp Sat Flow(s),veh/h/ln 0 1811 1535 1739 0 1490 1725 0 1259 1725 0 1283 Q Serve(g_s), s 0.0 0.0 2.0 20.5 0.0 5.8 6.9 0.0 85.3 9.4 0.0 49.2 Cycle Q Clear(g_c), s 0.0 0.0 2.0 20.5 0.0 5.8 6.9 0.0 85.3 9.4 0.0 49.2 Prop In Lane 0.00 1.00 0.83 1.00 1.00 0.10 1.00 0.02
Lane Grp Cap(c), veh/h 0 25 111 267 0 229 102 0 738 133 0 766 V/C Ratio(X) 0.00 0.00 1.55 0.92 0.00 0.29 0.81 0.00 1.06 0.84 0.00 0.76 Avail Cap(c_a), veh/h 0 25 111 322 0 276 225 0 729 144 0 766 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) 0.00 0.00 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 0.0 0.0 68.3 61.5 0.0 55.2 68.5 0.0 31.0 67.1 0.0 21.9 Incr Delay (d2), s/veh 0.0 0.0 288.6 25.1 0.0 0.3 5.5 0.0 51.7 30.4 0.0 4.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 121.9 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 13.2 11.0 0.0 2.2 3.2 0.0 61.2 5.3 0.0 15.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 356.9 86.6 0.0 55.5 74.1 0.0 204.6 97.5 0.0 25.9 LnGrp LOS F F E E F F C
Approach Vol, veh/h 173 311 868 693
Approach Delay, s/veh 356.9 80.0 192.3 37.4
Approach LOS F E F D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 13.4 95.6 32.3 16.0 93.0 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 19.2 75.4 27.3 12.3 * 85 2.0 Max Q Clear Time (g_c+I1), s 8.9 51.2 22.5 11.4 87.3 4.0 Green Ext Time (p_c), s 0.0 0.8 0.2 0.0 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 136.7
HCM 7th LOS F
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

Page 740 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 80 70 50 900 830 120
Future Volume (veh/h) 80 70 50 900 830 120
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 0.99 1.00 0.98
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 1781 1781 1781 1266 1266 1266
Adj Flow Rate, veh/h 87 55 54 978 902 127
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 8 8 8 8 8 8
Cap, veh/h 75 47 91 1053 807 114
Arrive On Green 0.08 0.08 0.05 0.83 0.75 0.75
Sat Flow, veh/h 983 621 1697 1266 1082 152
Grp Volume(v), veh/h 143 0 54 978 0 1029
Grp Sat Flow(s),veh/h/ln1616 0 1697 1266 0 1234
Q Serve(g_s), s 11.3 0.0 4.6 85.3 0.0 111.2
Cycle Q Clear(g_c), s 11.3 0.0 4.6 85.3 0.0 111.2
Prop In Lane 0.61 0.38 1.00 0.12
Lane Grp Cap(c), veh/h 122 0 91 1053 0 921
V/C Ratio(X) 1.17 0.00 0.59 0.93 0.00 1.12
Avail Cap(c_a), veh/h 122 0 102 1095 0 921
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 68.9 0.0 68.9 9.3 0.0 18.9
Incr Delay (d2), s/veh 133.3 0.0 3.6 12.8 0.0 67.4
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln9.3 0.0 2.1 20.4 0.0 44.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 202.1 0.0 72.5 22.1 0.0 86.3
LnGrp LOS F E C F
Approach Vol, veh/h 143 1032 1029
Approach Delay, s/veh 202.1 24.8 86.3
Approach LOS F C F
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s12.7 120.3 133.0 16.0
Change Period (Y+Rc), s 4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 9.0 111.2 * 1.3E+02 11.3
Max Q Clear Time (g_c+I1), s 6.6 113.2 87.3 13.3
Green Ext Time (p_c), s 0.0 0.0 1.1 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 65.0
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 741 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 20 120 100 930 860 40
Future Vol, veh/h 20 120 100 930 860 40
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 99 99 99 99 99 99
Heavy Vehicles, % 9 9 9 9 9 9
Mvmt Flow 20 121 101 939 869 40
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2031 890 910 0 - 0
Stage 1 890 - - - - -
Stage 2 1141 - - - - -
Critical Hdwy 6.49 6.29 4.19 - - -
Critical Hdwy Stg 1 5.49 - - - - -
Critical Hdwy Stg 2 5.49 - - - - -
Follow-up Hdwy 3.581 3.381 2.281 - - -
Pot Cap-1 Maneuver 60 332 720 - - -
Stage 1 390 - - - - -
Stage 2 295 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 52 332 719 - - -
Mov Cap-2 Maneuver 167 - - - - -
Stage 1 335 - - - - -
Stage 2 295 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 23.07 1.05 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 719 - 167 332 - -
HCM Lane V/C Ratio 0.14 - 0.121 0.366 - -
HCM Ctrl Dly (s/v) 10.8 - 29.6 22 - -
HCM Lane LOS B - D C - -
HCM 95th %tile Q(veh) 0.5 - 0.4 1.6 - -

Page 742 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.9
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 20 80 20 30 110 10
Future Vol, veh/h 20 80 20 30 110 10
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 24 95 24 36 131 12
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 7.4 7.8 8.4

Page 743 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 220 410 90 100 30
Future Vol, veh/h 10 220 410 90 100 30
Conflicting Peds, #/hr 1 0 0 1 1 1
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 79 79 79 79 79 79
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 13 278 519 114 127 38
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 634 0 - 0 882 578
Stage 1 - - - - 577 -
Stage 2 - - - - 305 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 944 - - - 316 514
Stage 1 - - - - 560 -
Stage 2 - - - - 746 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 943 - - - 310 513
Mov Cap-2 Maneuver - - - - 310 -
Stage 1 - - - - 550 -
Stage 2 - - - - 745 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.39 0 25.01

HCM LOS D
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 78 - - - 341
HCM Lane V/C Ratio 0.013 - - - 0.482
HCM Ctrl Dly (s/v) 8.9 0 - - 25
HCM Lane LOS A A - - D
HCM 95th %tile Q(veh) 0 - - - 2.5

Page 744 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 18.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 190 120 90 340 10 120 0 50 10 10 20 Future Vol, veh/h 20 190 120 90 340 10 120 0 50 10 10 20 Conflicting Peds, #/hr 2 0 1 1 0 2 3 0 1 1 0 3
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 26 247 156 117 442 13 156 0 65 13 13 26
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 457 0 0 404 0 0 1062 1068 327 984 1139 453 Stage 1 - - - - - - 378 378 - 684 684 -
Stage 2 - - - - - - 685 690 - 300 456 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1099 - - 1150 - - 200 221 712 227 200 605 Stage 1 - - - - - - 642 614 - 437 447 -
Stage 2 - - - - - - 437 444 - 707 567 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1097 - - 1149 - - 156 193 711 180 175 602 Mov Cap-2 Maneuver - - - - - - 156 193 - 180 175 -
Stage 1 - - - - - - 626 599 - 392 401 -
Stage 2 - - - - - - 362 398 - 627 553 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.51 1.74 93.99 21.17

HCM LOS F C
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 156 711 1097 - - 1149 - - 274
HCM Lane V/C Ratio 0.996 0.091 0.024 - - 0.102 - - 0.189 HCM Ctrl Dly (s/v) 128.8 10.6 8.4 - - 8.5 - - 21.2
HCM Lane LOS F B A - - A - - C
HCM 95th %tile Q(veh) 7.6 0.3 0.1 - - 0.3 - - 0.7

Page 745 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 20 20 30 560 630 30
Future Vol, veh/h 20 20 30 560 630 30
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 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 21 21 31 583 656 31
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1318 672 688 0 - 0
Stage 1 672 - - - - -
Stage 2 646 - - - - -
Critical Hdwy 6.46 6.26 4.16 - - -
Critical Hdwy Stg 1 5.46 - - - - -
Critical Hdwy Stg 2 5.46 - - - - -
Follow-up Hdwy 3.554 3.354 2.254 - - -
Pot Cap-1 Maneuver 170 449 888 - - -
Stage 1 500 - - - - -
Stage 2 514 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 161 449 888 - - -
Mov Cap-2 Maneuver 161 - - - - -
Stage 1 474 - - - - -
Stage 2 514 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 23.37 0.47 0

Page 746 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 25: Silverado Trail & Pope Street/Howell Mountain Rd Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 140 10 110 30 10 10 240 440 40 10 420 220 Future Volume (veh/h) 140 10 110 30 10 10 240 440 40 10 420 220 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1826 1826 1826 1826 1826 1826 1826 1826 1826 1826 1826 1826 Adj Flow Rate, veh/h 146 10 33 31 10 0 250 458 39 10 438 208 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 5 5 5 5 5 5 5 5 5 5 5 5
Cap, veh/h 181 12 428 50 16 0 288 529 45 448 480 228
Arrive On Green 0.11 0.11 0.11 0.04 0.04 0.00 0.17 0.32 0.32 0.26 0.41 0.41 Sat Flow, veh/h 1632 112 1547 1330 429 0 1739 1659 141 1739 1170 556 Grp Volume(v), veh/h 156 0 33 41 0 0 250 0 497 10 0 646 Grp Sat Flow(s),veh/h/ln 1744 0 1547 1759 0 0 1739 0 1800 1739 0 1726 Q Serve(g_s), s 7.0 0.0 1.3 1.9 0.0 0.0 11.3 0.0 20.9 0.3 0.0 28.4 Cycle Q Clear(g_c), s 7.0 0.0 1.3 1.9 0.0 0.0 11.3 0.0 20.9 0.3 0.0 28.4 Prop In Lane 0.94 1.00 0.76 0.00 1.00 0.08 1.00 0.32
Lane Grp Cap(c), veh/h 194 0 428 66 0 0 288 0 574 448 0 708 V/C Ratio(X) 0.81 0.00 0.08 0.63 0.00 0.00 0.87 0.00 0.87 0.02 0.00 0.91 Avail Cap(c_a), veh/h 204 0 437 109 0 0 320 0 1082 448 0 827 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 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.0 0.0 21.5 38.2 0.0 0.0 32.7 0.0 25.8 22.3 0.0 22.4 Incr Delay (d2), s/veh 19.9 0.0 0.1 9.4 0.0 0.0 20.2 0.0 4.1 0.0 0.0 13.0 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 4.0 0.0 0.5 1.0 0.0 0.0 5.9 0.0 8.4 0.1 0.0 12.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 54.9 0.0 21.6 47.6 0.0 0.0 52.9 0.0 29.9 22.3 0.0 35.4 LnGrp LOS D C D D C C D
Approach Vol, veh/h 189 41 747 656
Approach Delay, s/veh 49.1 47.6 37.6 35.2
Approach LOS D D D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 27.2 32.2 13.5 19.8 39.6 7.6
Change Period (Y+Rc), s 6.5 6.5 4.6 6.5 6.5 4.6
Max Green Setting (Gmax), s 5.0 48.4 9.4 14.8 38.6 5.0
Max Q Clear Time (g_c+I1), s 2.3 22.9 9.0 13.3 30.4 3.9 Green Ext Time (p_c), s 0.0 2.7 0.0 0.1 2.7 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 38.2
HCM 7th LOS D
Notes
User approved changes to right turn type.

Page 747 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 10 0 970 10 10 950 10
Future Vol, veh/h 0 0 0 0 0 10 0 970 10 10 950 10
Conflicting Peds, #/hr 0 0 0 0 0 0 15 0 1 1 0 15
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 8 8 8 8 8 8 8 8 8 8 8 8
Mvmt Flow 0 0 0 0 0 11 0 1043 11 11 1022 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2106 2118 1042 2092 2118 1049 1047 0 0 1055 0 0 Stage 1 1063 1063 - 1049 1049 - - - - - - -
Stage 2 1043 1055 - 1043 1069 - - - - - - -
Critical Hdwy 7.18 6.58 6.28 7.18 6.58 6.28 4.18 - - 4.18 - - Critical Hdwy Stg 1 6.18 5.58 - 6.18 5.58 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.18 5.58 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.572 4.072 3.372 2.272 - - 2.272 - - Pot Cap-1 Maneuver 36 49 272 37 49 269 642 - - 638 - -
Stage 1 263 292 - 268 297 - - - - - - -
Stage 2 270 295 - 270 291 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 33 47 268 36 47 269 633 - - 637 - -
Mov Cap-2 Maneuver 33 47 - 36 47 - - - - - - -
Stage 1 255 283 - 267 297 - - - - - - -
Stage 2 259 295 - 265 282 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 18.96 0 0.11

HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 633 - - - 269 637 - -
HCM Lane V/C Ratio - - - - 0.04 0.017 - -
HCM Ctrl Dly (s/v) 0 - - 0 19 10.7 - -
HCM Lane LOS A - - A C B - -
HCM 95th %tile Q(veh) 0 - - - 0.1 0.1 - -

Page 748 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 33.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 10 10 70 10 10 20 830 130 10 890 30 Future Vol, veh/h 10 10 10 70 10 10 20 830 130 10 890 30 Conflicting Peds, #/hr 0 0 0 0 0 0 9 0 1 1 0 9
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 10 10 10 72 10 10 21 856 134 10 918 31
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1865 1995 942 1908 1943 924 957 0 0 991 0 0 Stage 1 963 963 - 965 965 - - - - - - -
Stage 2 902 1032 - 943 978 - - - - - - -
Critical Hdwy 7.19 6.59 6.29 7.19 6.59 6.29 4.19 - - 4.19 - - Critical Hdwy Stg 1 6.19 5.59 - 6.19 5.59 - - - - - - - Critical Hdwy Stg 2 6.19 5.59 - 6.19 5.59 - - - - - - - Follow-up Hdwy 3.581 4.081 3.381 3.581 4.081 3.381 2.281 - - 2.281 - - Pot Cap-1 Maneuver 53 58 309 ~ 50 62 317 691 - - 671 - - Stage 1 298 325 - 298 324 - - - - - - -
Stage 2 323 301 - 306 320 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 41 55 307 ~ 37 59 317 685 - - 670 - - Mov Cap-2 Maneuver 41 55 - ~ 37 59 - - - - - - -
Stage 1 291 317 - 288 314 - - - - - - -
Stage 2 293 292 - 282 312 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 102.97 $ 722.92 0.21 0.11

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 685 - - 65 43 670 - -
HCM Lane V/C Ratio 0.03 - - 0.476 2.133 0.015 - -
HCM Ctrl Dly (s/v) 10.4 - - 103$ 722.9 10.5 - -
HCM Lane LOS B - - F F B - -
HCM 95th %tile Q(veh) 0.1 - - 1.9 9.7 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon

Page 749 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 10 10 30 10 20 10 70 20 20 130 10 Future Vol, veh/h 10 10 10 30 10 20 10 70 20 20 130 10
Peak Hour Factor 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 16 16 16 48 16 32 16 111 32 32 206 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.3 8.6 8.6 9.5

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 10% 33% 50% 13%
Vol Thru, % 70% 33% 17% 81%
Vol Right, % 20% 33% 33% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 100 30 60 160
LT Vol 10 10 30 20
Through Vol 70 10 10 130
RT Vol 20 10 20 10
Lane Flow Rate 159 48 95 254
Geometry Grp 1 1 1 1
Degree of Util (X) 0.198 0.065 0.128 0.315
Departure Headway (Hd) 4.482 4.879 4.846 4.465
Convergence, Y/N Yes Yes Yes Yes
Cap 800 732 738 805
Service Time 2.514 2.922 2.886 2.494
HCM Lane V/C Ratio 0.199 0.066 0.129 0.316
HCM Control Delay, s/veh 8.6 8.3 8.6 9.5
HCM Lane LOS A A A A
HCM 95th-tile Q 0.7 0.2 0.4 1.4

Page 750 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh11.7
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 70 70 40 50 30 30 80 80 30 120 30 Future Vol, veh/h 10 70 70 40 50 30 30 80 80 30 120 30
Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 15 103 103 59 74 44 44 118 118 44 176 44
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh11.3 11 12 12.2

HCM LOS B B B B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 16% 7% 33% 17%
Vol Thru, % 42% 47% 42% 67%
Vol Right, % 42% 47% 25% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 190 150 120 180
LT Vol 30 10 40 30
Through Vol 80 70 50 120
RT Vol 80 70 30 30
Lane Flow Rate 279 221 176 265
Geometry Grp 1 1 1 1
Degree of Util (X) 0.411 0.336 0.281 0.402
Departure Headway (Hd) 5.295 5.477 5.733 5.462
Convergence, Y/N Yes Yes Yes Yes
Cap 676 653 623 656
Service Time 3.351 3.538 3.799 3.518
HCM Lane V/C Ratio 0.413 0.338 0.283 0.404
HCM Control Delay, s/veh 12 11.3 11 12.2
HCM Lane LOS B B B B
HCM 95th-tile Q 2 1.5 1.1 1.9

Page 751 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh11.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 70 40 10 70 80 20 80 20 50 120 30 Future Vol, veh/h 40 70 40 10 70 80 20 80 20 50 120 30
Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 56 97 56 14 97 111 28 111 28 69 167 42
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 11 10.8 10.5 12.1

HCM LOS B B B B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 17% 27% 6% 25%
Vol Thru, % 67% 47% 44% 60%
Vol Right, % 17% 27% 50% 15%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 120 150 160 200
LT Vol 20 40 10 50
Through Vol 80 70 70 120
RT Vol 20 40 80 30
Lane Flow Rate 167 208 222 278
Geometry Grp 1 1 1 1
Degree of Util (X) 0.255 0.314 0.323 0.413
Departure Headway (Hd) 5.517 5.432 5.238 5.358
Convergence, Y/N Yes Yes Yes Yes
Cap 650 660 684 672
Service Time 3.561 3.476 3.281 3.398
HCM Lane V/C Ratio 0.257 0.315 0.325 0.414
HCM Control Delay, s/veh 10.5 11 10.8 12.1
HCM Lane LOS B B B B
HCM 95th-tile Q 1 1.3 1.4 2

Page 752 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 90 140 720 590 40
Future Vol, veh/h 40 90 140 720 590 40
Conflicting Peds, #/hr 0 10 8 0 0 8
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 96 96 96 96 96 96
Heavy Vehicles, % 8 8 8 8 8 8
Mvmt Flow 42 94 146 750 615 42
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1685 653 664 0 - 0
Stage 1 643 - - - - -
Stage 2 1042 - - - - -
Critical Hdwy 6.48 6.28 4.18 - - -
Critical Hdwy Stg 1 5.48 - - - - -
Critical Hdwy Stg 2 5.48 - - - - -
Follow-up Hdwy 3.572 3.372 2.272 - - -
Pot Cap-1 Maneuver 100 457 897 - - -
Stage 1 512 - - - - -
Stage 2 331 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 71 449 890 - - -
Mov Cap-2 Maneuver 190 - - - - -
Stage 1 365 - - - - -
Stage 2 329 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 24.63 1.6 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 293 - 316 - -
HCM Lane V/C Ratio 0.164 - 0.428 - -
HCM Ctrl Dly (s/v) 9.8 0 24.6 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.6 - 2.1 - -

Page 753 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Cumulative Conditions Plus Project Pope Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 160 0 0 390 100 10 0 10 30 10 70
Future Vol, veh/h 30 160 0 0 390 100 10 0 10 30 10 70
Conflicting Peds, #/hr 16 0 4 4 0 16 1 0 1 1 0 1
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 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 32 172 0 0 419 108 11 0 11 32 11 75
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 543 0 0 176 0 0 666 783 177 727 730 490 Stage 1 - - - - - - 241 241 - 489 489 -
Stage 2 - - - - - - 426 543 - 238 241 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1021 - - 1394 - - 371 324 863 338 348 576 Stage 1 - - - - - - 761 705 - 559 548 -
Stage 2 - - - - - - 605 518 - 763 705 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1005 - - 1389 - - 299 307 859 317 329 567 Mov Cap-2 Maneuver - - - - - - 299 307 - 317 329 -
Stage 1 - - - - - - 731 677 - 550 539 -
Stage 2 - - - - - - 513 510 - 726 677 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.37 0 13.52 16.07

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 444 284 - - 1389 - - 443
HCM Lane V/C Ratio 0.048 0.032 - - - - - 0.267
HCM Ctrl Dly (s/v) 13.5 8.7 0 - 0 - - 16.1
HCM Lane LOS B A A - A - - C
HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.1

Page 754 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 10 70 20 10 60
Future Vol, veh/h 30 10 70 20 10 60
Conflicting Peds, #/hr 0 0 0 0 0 0
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 82 82 82 82 82 82
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 37 12 85 24 12 73
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 49 0 238 43
Stage 1 - - - - 43 -
Stage 2 - - - - 195 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1552 - 748 1025
Stage 1 - - - - 977 -
Stage 2 - - - - 835 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1552 - 707 1025
Mov Cap-2 Maneuver - - - - 707 -
Stage 1 - - - - 977 -
Stage 2 - - - - 789 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 5.8 9.1

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 963 - - 1400 -
HCM Lane V/C Ratio 0.089 - - 0.055 -
HCM Ctrl Dly (s/v) 9.1 - - 7.5 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.3 - - 0.2 -

Page 755 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 7.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 60 40 160 50 40 220
Future Vol, veh/h 60 40 160 50 40 220
Conflicting Peds, #/hr 0 2 2 0 0 0
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 86 86 86 86 86 86
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 70 47 186 58 47 256
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 118 0 525 95
Stage 1 - - - - 95 -
Stage 2 - - - - 430 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1464 - 511 959
Stage 1 - - - - 926 -
Stage 2 - - - - 654 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1461 - 443 957
Mov Cap-2 Maneuver - - - - 443 -
Stage 1 - - - - 924 -
Stage 2 - - - - 568 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 5.96 12.04

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 812 - - 1371 -
HCM Lane V/C Ratio 0.372 - - 0.127 -
HCM Ctrl Dly (s/v) 12 - - 7.8 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.7 - - 0.4 -

Page 756 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson Ave Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.4
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 10 90 180 30 70 160
Future Vol, veh/h 10 90 180 30 70 160
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 12 105 209 35 81 186
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 8.4 9.4 9.9

HCM LOS A A A
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 10% 30%
Vol Thru, % 86% 0% 70%
Vol Right, % 14% 90% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 210 100 230
LT Vol 0 10 70
Through Vol 180 0 160
RT Vol 30 90 0
Lane Flow Rate 244 116 267
Geometry Grp 1 1 1
Degree of Util (X) 0.3 0.148 0.337
Departure Headway (Hd) 4.429 4.567 4.543
Convergence, Y/N Yes Yes Yes
Cap 811 784 792
Service Time 2.459 2.601 2.573
HCM Lane V/C Ratio 0.301 0.148 0.337
HCM Control Delay, s/veh 9.4 8.4 9.9
HCM Lane LOS A A A
HCM 95th-tile Q 1.3 0.5 1.5

Page 757 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 30 40 30 160 140 20
Future Vol, veh/h 30 40 30 160 140 20
Conflicting Peds, #/hr 0 0 0 0 0 0
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 78 78 78 78 78 78
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 38 51 38 205 179 26
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 244 0 - 0 269 141
Stage 1 - - - - 141 -
Stage 2 - - - - 128 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1317 - - - 718 904
Stage 1 - - - - 883 -
Stage 2 - - - - 895 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1317 - - - 696 904
Mov Cap-2 Maneuver - - - - 696 -
Stage 1 - - - - 857 -
Stage 2 - - - - 895 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.35 0 12.02

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 771 - - - 717
HCM Lane V/C Ratio 0.029 - - - 0.286
HCM Ctrl Dly (s/v) 7.8 0 - - 12
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 1.2

Page 758 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 50.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 10 10 50 10 60 10 940 40 30 690 10 Future Vol, veh/h 10 10 10 50 10 60 10 940 40 30 690 10 Conflicting Peds, #/hr 0 0 0 0 0 0 12 0 1 1 0 12
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 11 11 11 57 11 69 11 1080 46 34 793 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1989 2030 811 1995 2013 1104 817 0 0 1127 0 0 Stage 1 880 880 - 1127 1127 - - - - - - -
Stage 2 1109 1150 - 868 886 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 45 57 378 ~ 45 58 255 807 - - 616 - - Stage 1 340 364 - 247 278 - - - - - - -
Stage 2 253 271 - 346 361 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 24 52 374 ~ 32 54 255 798 - - 615 - - Mov Cap-2 Maneuver 24 52 - ~ 32 54 - - - - - - -
Stage 1 318 339 - 243 274 - - - - - - -
Stage 2 174 267 - 306 337 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 188.2 $ 735.1 0.1 0.46

Page 759 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 19.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 70 40 30 920 710 40
Future Vol, veh/h 70 40 30 920 710 40
Conflicting Peds, #/hr 0 1 7 0 0 7
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 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 80 45 34 1045 807 45
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1950 838 859 0 - 0
Stage 1 837 - - - - -
Stage 2 1114 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver ~ 70 365 778 - - -
Stage 1 423 - - - - -
Stage 2 313 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 62 362 772 - - -
Mov Cap-2 Maneuver ~ 62 - - - - -
Stage 1 376 - - - - -
Stage 2 311 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v $ 321.82 0.31 0

Page 760 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 120 50 20 20 50 180 30 650 20 80 610 60 Future Volume (veh/h) 120 50 20 20 50 180 30 650 20 80 610 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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) 0.99 0.99 0.99 0.96 1.00 0.99 1.00 0.99 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 128 53 17 21 53 100 32 691 20 85 649 62 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 208 71 20 68 108 174 186 778 23 194 722 69
Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.61 0.61 0.61 0.61 0.61 0.61 Sat Flow, veh/h 775 399 110 116 604 973 733 1275 37 733 1184 113 Grp Volume(v), veh/h 198 0 0 174 0 0 32 0 711 85 0 711
Grp Sat Flow(s),veh/h/ln 1284 0 0 1694 0 0 733 0 1312 733 0 1297 Q Serve(g_s), s 4.7 0.0 0.0 0.0 0.0 0.0 3.3 0.0 39.1 9.5 0.0 40.0 Cycle Q Clear(g_c), s 12.8 0.0 0.0 8.1 0.0 0.0 43.3 0.0 39.1 48.5 0.0 40.0 Prop In Lane 0.65 0.09 0.12 0.57 1.00 0.03 1.00 0.09
Lane Grp Cap(c), veh/h 299 0 0 350 0 0 186 0 800 194 0 791 V/C Ratio(X) 0.66 0.00 0.00 0.50 0.00 0.00 0.17 0.00 0.89 0.44 0.00 0.90 Avail Cap(c_a), veh/h 701 0 0 813 0 0 284 0 977 292 0 966 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.9 0.0 0.0 31.9 0.0 0.0 32.9 0.0 14.0 34.7 0.0 14.2 Incr Delay (d2), s/veh 0.9 0.0 0.0 0.4 0.0 0.0 0.2 0.0 7.8 0.6 0.0 8.7 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 4.0 0.0 0.0 3.3 0.0 0.0 0.6 0.0 11.8 1.7 0.0 12.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 34.8 0.0 0.0 32.3 0.0 0.0 33.1 0.0 21.8 35.3 0.0 22.9 LnGrp LOS C C C C D C
Approach Vol, veh/h 198 174 743 796
Approach Delay, s/veh 34.8 32.3 22.3 24.2
Approach LOS C C C C
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 60.3 24.3 60.3 24.3
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 63.0 40.0 63.0 40.0
Max Q Clear Time (g_c+I1), s 50.5 10.1 45.3 14.8
Green Ext Time (p_c), s 1.1 0.2 1.0 0.3
Intersection Summary
HCM 7th Control Delay, s/veh 25.3
HCM 7th LOS C

Page 761 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 6.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 110 10 30 210 10
Future Vol, veh/h 30 110 10 30 210 10
Conflicting Peds, #/hr 0 5 5 0 2 0
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 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 34 124 11 34 236 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 162 0 159 101
Stage 1 - - - - 101 -
Stage 2 - - - - 58 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1410 - 830 952
Stage 1 - - - - 921 -
Stage 2 - - - - 962 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1404 - 818 948
Mov Cap-2 Maneuver - - - - 818 -
Stage 1 - - - - 917 -
Stage 2 - - - - 952 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 1.9 11.24

Page 762 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 100 30 70 80 70 40 550 40 80 530 40 Future Volume (veh/h) 80 100 30 70 80 70 40 550 40 80 530 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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) 0.95 0.84 0.97 0.84 1.00 0.97 1.00 0.96 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 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1856 Adj Flow Rate, veh/h 85 106 29 74 85 65 43 585 42 85 564 42 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 132 137 33 120 116 76 113 603 43 148 625 47
Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.06 0.50 0.50 0.08 0.52 0.52 Sat Flow, veh/h 423 721 174 373 613 403 1767 1213 87 1767 1208 90 Grp Volume(v), veh/h 220 0 0 224 0 0 43 0 627 85 0 606
Grp Sat Flow(s),veh/h/ln 1317 0 0 1389 0 0 1767 0 1300 1767 0 1298 Q Serve(g_s), s 0.9 0.0 0.0 0.0 0.0 0.0 2.3 0.0 45.2 4.5 0.0 40.8 Cycle Q Clear(g_c), s 16.0 0.0 0.0 15.1 0.0 0.0 2.3 0.0 45.2 4.5 0.0 40.8 Prop In Lane 0.39 0.13 0.33 0.29 1.00 0.07 1.00 0.07
Lane Grp Cap(c), veh/h 301 0 0 313 0 0 113 0 647 148 0 672 V/C Ratio(X) 0.73 0.00 0.00 0.72 0.00 0.00 0.38 0.00 0.97 0.57 0.00 0.90 Avail Cap(c_a), veh/h 854 0 0 858 0 0 1081 0 1024 1081 0 1023 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 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.8 0.0 0.0 37.5 0.0 0.0 43.3 0.0 23.5 42.5 0.0 21.1 Incr Delay (d2), s/veh 1.3 0.0 0.0 1.1 0.0 0.0 0.8 0.0 13.0 1.3 0.0 5.5 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 5.2 0.0 0.0 5.2 0.0 0.0 1.0 0.0 15.4 2.0 0.0 12.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.1 0.0 0.0 38.7 0.0 0.0 44.1 0.0 36.5 43.8 0.0 26.6 LnGrp LOS D D D D D C
Approach Vol, veh/h 220 224 670 691
Approach Delay, s/veh 39.1 38.7 37.0 28.7
Approach LOS D D D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.9 58.6 27.0 12.8 56.7 27.0
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 59.0 76.0 55.0 59.0 76.0 55.0 Max Q Clear Time (g_c+I1), s 4.3 42.8 17.1 6.5 47.2 18.0 Green Ext Time (p_c), s 0.0 0.8 0.4 0.0 0.8 0.3
Intersection Summary
HCM 7th Control Delay, s/veh 34.3
HCM 7th LOS C

Page 763 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh12.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 130 90 60 150 100 60 90 30 60 80 30 Future Vol, veh/h 20 130 90 60 150 100 60 90 30 60 80 30 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 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 22 144 100 67 167 111 67 100 33 67 89 33
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh12.3 14.2 12 11.8

Page 764 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Cumulative Conditions Plus Project Pope Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 50 10 0 90 0 40 0 10 10 10 50
Future Vol, veh/h 70 50 10 0 90 0 40 0 10 10 10 50
Conflicting Peds, #/hr 4 0 5 5 0 4 0 0 4 4 0 0
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
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 74 53 11 0 95 0 42 0 11 11 11 53
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 99 0 0 68 0 0 310 309 67 303 314 99 Stage 1 - - - - - - 210 210 - 99 99 -
Stage 2 - - - - - - 100 99 - 204 216 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1488 - - 1527 - - 640 604 994 648 600 954 Stage 1 - - - - - - 790 726 - 905 811 -
Stage 2 - - - - - - 904 811 - 796 723 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1482 - - 1519 - - 561 568 985 603 564 951 Mov Cap-2 Maneuver - - - - - - 561 568 - 603 564 -
Stage 1 - - - - - - 745 686 - 902 808 -
Stage 2 - - - - - - 843 808 - 744 682 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 4.07 0 11.42 9.92

Page 765 of 1051 ends

St. Helena City CouncilMay 5, 2026

St. Helena City Council
May 5, 2026