Agenda packet — Hanford City Council, March 18, 2025 (part 10 of 11)

HCM 7th TWSC PM 2044+Project
5: 13th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Int Delay, s/veh 79.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 768 136 43 312 0 181 0 70 0 0 0
Future Vol, veh/h 0 768 136 43 312 0 181 0 70 0 0 0
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 - - - - - - - - - - - -
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 835 148 47 339 0 197 0 76 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 339 0 0 983 0 0 1341 1341 909 1267 1415 339 Stage 1 - - - - - - 909 909 - 433 433 -
Stage 2 - - - - - - 433 433 - 835 983 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1220 - - 703 - - ~ 129 152 333 146 137 703 Stage 1 - - - - - - 329 354 - 601 582 -
Stage 2 - - - - - - 601 582 - 362 327 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1220 - - 703 - - ~ 119 140 333 103 126 703 Mov Cap-2 Maneuver - - - - - - ~ 119 140 - 103 126 -
Stage 1 - - - - - - 329 354 - 552 534 -
Stage 2 - - - - - - 552 534 - 279 327 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 1.27 $ 475.29 0

HCM LOS F A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 145 1220 - - 218 - - -
HCM Lane V/C Ratio 1.885 - - - 0.067 - - -
HCM Control Delay (s/veh) $ 475.3 0 - - 10.5 0 - 0
HCM Lane LOS F A - - B A - A
HCM 95th %tile Q(veh) 20.9 0 - - 0.2 - - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 212 405 82 51 412 349 94 447 54 392 491 280 Future Volume (veh/h) 212 405 82 51 412 349 94 447 54 392 491 280 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 230 440 89 55 448 379 102 486 59 426 534 304 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 234 658 513 89 492 384 144 564 68 466 815 463 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 Prop Arrive On Green 0.14 0.35 0.35 0.05 0.26 0.26 0.09 0.18 0.16 0.28 0.37 0.36 Unsig. Movement Delay
Ln Grp Delay, s/veh 105.4 38.3 27.6 64.6 63.2 49.1 59.7 67.4 68.2 58.4 33.0 33.7 Ln Grp LOS F D C E E D E E E E C C
Approach Vol, veh/h 759 882 647 1264
Approach Delay, s/veh 57.4 57.3 66.5 41.8
Approach LOS E E E D
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 1 3 4 5 6 7 8
Case No 4.0 2.0 2.0 3.0 2.0 4.0 2.0 3.0
Phs Duration (G+Y+Rc), s 25.2 38.1 10.5 46.2 14.5 48.8 21.1 35.6 Change Period (Y+Rc), s * 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Max Green (Gmax), s * 20 35.0 5.4 39.4 13.0 40.2 15.6 29.2 Max Allow Headway (MAH), s 4.0 4.1 4.1 4.0 4.1 4.1 4.1 4.1 Max Q Clear (g_c+l1), s 19.8 32.1 5.9 25.9 9.3 26.6 18.8 29.8 Green Ext Time (g_e), s 0.0 0.5 0.0 1.7 0.1 2.9 0.0 0.0 Prob of Phs Call (p_c) 1.00 1.00 0.84 1.00 0.97 1.00 1.00 1.00 Prob of Max Out (p_x) 1.00 1.00 1.00 0.00 1.00 0.11 1.00 0.00 Left-Turn Movement Data
Assigned Mvmt 1 3 5 7
Mvmt Sat Flow, veh/h 1641 1641 1641 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 3192 1870 2183 1870
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 386 1460 1241 1460
Left Lane Group Data
Assigned Mvmt 0 1 3 0 5 0 7 0

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L (Prot) L (Prot) L (Prot) L (Prot)
Lanes in Grp 0 1 1 0 1 0 1 0
Grp Vol (v), veh/h 0 426 55 0 102 0 230 0
Grp Sat Flow (s), veh/h/ln 0 1641 1641 0 1641 0 1641 0
Q Serve Time (g_s), s 0.0 30.1 3.9 0.0 7.3 0.0 16.8 0.0 Cycle Q Clear Time (g_c), s 0.0 30.1 3.9 0.0 7.3 0.0 16.8 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 Lane Grp Cap (c), veh/h 0 466 89 0 144 0 234 0
V/C Ratio (X) 0.00 0.91 0.62 0.00 0.71 0.00 0.98 0.00
Avail Cap (c_a), veh/h 0 499 94 0 198 0 234 0
Upstream Filter (I) 0.00 0.77 0.83 0.00 0.93 0.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 41.5 55.5 0.0 53.2 0.0 51.3 0.0 Incr Delay (d2), s/veh 0.0 16.8 9.0 0.0 6.4 0.0 54.1 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 58.4 64.6 0.0 59.7 0.0 105.4 0.0 1st-Term Q (Q1), veh/ln 0.0 11.4 1.6 0.0 2.9 0.0 6.6 0.0 2nd-Term Q (Q2), veh/ln 0.0 2.2 0.2 0.0 0.3 0.0 3.5 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 13.6 1.8 0.0 3.1 0.0 10.1 0.0 %ile Storage Ratio (RQ%) 0.00 1.73 0.91 0.00 0.40 0.00 1.71 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 2 0 0 4 0 6 0 8
Lane Assignment T T T T
Lanes in Grp 1 0 0 1 0 1 0 1
Grp Vol (v), veh/h 270 0 0 440 0 434 0 448
Grp Sat Flow (s), veh/h/ln 1777 0 0 1870 0 1777 0 1870
Q Serve Time (g_s), s 17.7 0.0 0.0 23.9 0.0 24.3 0.0 27.8 Cycle Q Clear Time (g_c), s 17.7 0.0 0.0 23.9 0.0 24.3 0.0 27.8 Lane Grp Cap (c), veh/h 314 0 0 658 0 663 0 492
V/C Ratio (X) 0.86 0.00 0.00 0.67 0.00 0.65 0.00 0.91
Avail Cap (c_a), veh/h 314 0 0 658 0 663 0 492
Upstream Filter (I) 0.93 0.00 0.00 1.00 0.00 0.77 0.00 0.83 Uniform Delay (d1), s/veh 48.0 0.0 0.0 33.0 0.0 31.2 0.0 42.8 Incr Delay (d2), s/veh 19.4 0.0 0.0 5.3 0.0 1.8 0.0 20.4 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 67.4 0.0 0.0 38.3 0.0 33.0 0.0 63.2 1st-Term Q (Q1), veh/ln 7.4 0.0 0.0 10.1 0.0 9.7 0.0 12.1

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 1.7 0.0 0.0 1.0 0.0 0.3 0.0 2.8 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 9.1 0.0 0.0 11.1 0.0 10.1 0.0 14.9 %ile Storage Ratio (RQ%) 0.08 0.00 0.00 0.05 0.00 0.18 0.00 0.07 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 12 0 0 14 0 16 0 18
Lane Assignment T+R R T+R R
Lanes in Grp 1 0 0 1 0 1 0 1
Grp Vol (v), veh/h 275 0 0 89 0 404 0 379
Grp Sat Flow (s), veh/h/ln 1801 0 0 1460 0 1647 0 1460
Q Serve Time (g_s), s 17.8 0.0 0.0 5.1 0.0 24.6 0.0 15.2 Cycle Q Clear Time (g_c), s 17.8 0.0 0.0 5.1 0.0 24.6 0.0 15.2 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.21 0.00 0.00 1.00 0.00 0.75 0.00 1.00 Lane Grp Cap (c), veh/h 318 0 0 513 0 615 0 384
V/C Ratio (X) 0.87 0.00 0.00 0.17 0.00 0.66 0.00 0.99
Avail Cap (c_a), veh/h 318 0 0 513 0 615 0 384
Upstream Filter (I) 0.93 0.00 0.00 1.00 0.00 0.77 0.00 0.83 Uniform Delay (d1), s/veh 48.2 0.0 0.0 26.9 0.0 31.7 0.0 10.6 Incr Delay (d2), s/veh 20.0 0.0 0.0 0.7 0.0 2.0 0.0 38.6 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 68.2 0.0 0.0 27.6 0.0 33.7 0.0 49.1 1st-Term Q (Q1), veh/ln 7.6 0.0 0.0 1.7 0.0 9.2 0.0 4.1 2nd-Term Q (Q2), veh/ln 1.8 0.0 0.0 0.1 0.0 0.3 0.0 4.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 9.4 0.0 0.0 1.8 0.0 9.5 0.0 8.2 %ile Storage Ratio (RQ%) 0.09 0.00 0.00 0.45 0.00 0.17 0.00 4.18 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 53.5
HCM 7th LOS D
Notes
* HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier.

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 291 445 76 109 337 119 108 520 109 163 484 347 Future Volume (veh/h) 291 445 76 109 337 119 108 520 109 163 484 347 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 316 484 83 118 366 129 117 565 118 177 526 377 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 361 977 762 356 690 243 165 727 568 167 727 568 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 Prop Arrive On Green 0.52 0.52 0.52 0.52 0.52 0.51 0.39 0.39 0.39 0.39 0.39 0.39 Unsig. Movement Delay
Ln Grp Delay, s/veh 52.1 14.2 11.0 22.6 0.0 14.9 53.2 29.4 18.5 128.8 26.9 25.6 Ln Grp LOS D B B C B D C B F C C
Approach Vol, veh/h 883 613 800 1080
Approach Delay, s/veh 27.5 16.4 31.3 43.2
Approach LOS C B C D
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Case No 5.0 5.0 5.0 6.0
Phs Duration (G+Y+Rc), s 39.0 51.0 39.0 51.0
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green (Gmax), s 33.5 45.5 33.5 45.5
Max Allow Headway (MAH), s 4.6 4.7 4.5 4.4
Max Q Clear (g_c+l1), s 37.0 49.0 37.0 27.4
Green Ext Time (g_e), s 0.0 0.0 0.0 2.7
Prob of Phs Call (p_c) 1.00 1.00 1.00 1.00
Prob of Max Out (p_x) 1.00 1.00 1.00 0.02
Left-Turn Movement Data
Assigned Mvmt 5 7 1 3
Mvmt Sat Flow, veh/h 568 831 698 778
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 1870 1870 1870 1321
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1460 1460 1460 466
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 3

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L L L
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 117 0 316 0 177 0 118
Grp Sat Flow (s), veh/h/ln 0 568 0 831 0 698 0 778
Q Serve Time (g_s), s 0.0 13.5 0.0 30.4 0.0 11.2 0.0 10.4 Cycle Q Clear Time (g_c), s 0.0 35.0 0.0 47.0 0.0 35.0 0.0 25.4 Perm LT Sat Flow (s_l), veh/h/ln 0 568 0 831 0 698 0 778 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 35.0 0.0 47.0 0.0 35.0 0.0 47.0 Perm LT Serve Time (g_u), s 0.0 13.5 0.0 30.4 0.0 11.2 0.0 32.0 Perm LT Q Serve Time (g_ps), s 0.0 13.5 0.0 30.4 0.0 11.2 0.0 10.4 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 165 0 361 0 167 0 356
V/C Ratio (X) 0.00 0.71 0.00 0.88 0.00 1.06 0.00 0.33
Avail Cap (c_a), veh/h 0 165 0 361 0 167 0 356
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 40.1 0.0 31.5 0.0 42.1 0.0 22.0 Incr Delay (d2), s/veh 0.0 13.1 0.0 20.6 0.0 86.8 0.0 0.5 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 53.2 0.0 52.1 0.0 128.8 0.0 22.6 1st-Term Q (Q1), veh/ln 0.0 2.5 0.0 6.4 0.0 3.5 0.0 1.7 2nd-Term Q (Q2), veh/ln 0.0 0.6 0.0 2.1 0.0 4.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 3.1 0.0 8.5 0.0 7.5 0.0 1.7 %ile Storage Ratio (RQ%) 0.00 0.70 0.00 2.15 0.00 2.73 0.00 0.44 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 2.5 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 565 0 484 0 526 0 0
Grp Sat Flow (s), veh/h/ln 0 1870 0 1870 0 1870 0 0
Q Serve Time (g_s), s 0.0 23.8 0.0 15.0 0.0 21.5 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 23.8 0.0 15.0 0.0 21.5 0.0 0.0 Lane Grp Cap (c), veh/h 0 727 0 977 0 727 0 0
V/C Ratio (X) 0.00 0.78 0.00 0.50 0.00 0.72 0.00 0.00
Avail Cap (c_a), veh/h 0 727 0 977 0 727 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 24.1 0.0 13.9 0.0 23.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 5.3 0.0 0.4 0.0 3.6 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 29.4 0.0 14.2 0.0 26.9 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 9.1 0.0 5.2 0.0 8.2 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 1.1 0.0 0.1 0.0 0.7 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 10.2 0.0 5.3 0.0 9.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.15 0.00 0.03 0.00 0.09 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment R R R T+R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 118 0 83 0 377 0 495
Grp Sat Flow (s), veh/h/ln 0 1460 0 1460 0 1460 0 1787
Q Serve Time (g_s), s 0.0 4.8 0.0 2.6 0.0 19.1 0.0 16.6 Cycle Q Clear Time (g_c), s 0.0 4.8 0.0 2.6 0.0 19.1 0.0 16.6 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.26 Lane Grp Cap (c), veh/h 0 568 0 762 0 568 0 933
V/C Ratio (X) 0.00 0.21 0.00 0.11 0.00 0.66 0.00 0.53
Avail Cap (c_a), veh/h 0 568 0 762 0 568 0 933
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 18.3 0.0 10.9 0.0 22.7 0.0 14.4 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.1 0.0 2.9 0.0 0.6
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 18.5 0.0 11.0 0.0 25.6 0.0 14.9 1st-Term Q (Q1), veh/ln 0.0 1.4 0.0 0.7 0.0 5.7 0.0 5.5 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.5 0.0 0.7 0.0 6.2 0.0 5.6 %ile Storage Ratio (RQ%) 0.00 0.37 0.00 0.36 0.00 0.79 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 31.4
HCM 7th LOS C

Page 1345 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 11 173 288 33 365 323
Future Volume (veh/h) 11 173 288 33 365 323
Number 3 18 2 12 1 6
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1723 1870 1723 1723 1870
Adj Flow Rate, veh/h 12 188 313 36 397 351
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes
Cap, veh/h 240 213 1279 147 758 1453
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Prop Arrive On Green 0.15 0.15 0.78 0.78 0.78 0.78
Unsig. Movement Delay
Ln Grp Delay, s/veh 38.3 71.0 0.0 3.6 8.7 3.5
Ln Grp LOS D E A A A
Approach Vol, veh/h 200 349 748
Approach Delay, s/veh 69.0 3.6 6.2
Approach LOS E A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 6
Case No 8.0 9.0 6.0
Phs Duration (G+Y+Rc), s 84.8 19.2 84.8
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green (Gmax), s 79.0 17.0 79.0
Max Allow Headway (MAH), s 4.0 4.3 4.7
Max Q Clear (g_c+l1), s 7.4 15.1 28.0
Green Ext Time (g_e), s 1.3 0.1 4.2
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 1.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 3 1
Mvmt Sat Flow, veh/h 0 1641 950
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 1647 0 1870
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 189 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 3 0 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L
Lanes in Grp 0 0 1 0 0 1 0 0
Grp Vol (v), veh/h 0 0 12 0 0 397 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 0 950 0 0
Q Serve Time (g_s), s 0.0 0.0 0.7 0.0 0.0 20.6 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.7 0.0 0.0 26.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1641 0 0 950 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 80.8 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 75.3 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 20.6 0.0 0.0 Time to First Blk (g_f), s 0.0 80.8 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 240 0 0 758 0 0
V/C Ratio (X) 0.00 0.00 0.05 0.00 0.00 0.52 0.00 0.00
Avail Cap (c_a), veh/h 0 0 268 0 0 758 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.74 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 38.2 0.0 0.0 6.8 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 1.9 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 38.3 0.0 0.0 8.7 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.2 0.0 0.0 2.7 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.0 3.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.04 0.00 0.00 0.39 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 351 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1870 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 1453 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.24 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1453 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.74 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 3.2 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 3.5 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 1.1 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis PM 2044+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 1 0 0 0 0 0
Grp Vol (v), veh/h 0 349 188 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1836 1460 0 0 0 0 0
Q Serve Time (g_s), s 0.0 5.4 13.1 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 5.4 13.1 0.0 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.10 1.00 0.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1427 213 0 0 0 0 0
V/C Ratio (X) 0.00 0.24 0.88 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1427 239 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 3.2 43.5 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 27.5 0.0 0.0 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 3.6 71.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 1.0 4.5 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 1.6 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 1.2 6.1 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.02 0.05 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 15.2
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 45 0 396 29 736 0 0 494 276 Future Volume (veh/h) 0 0 0 45 0 396 29 736 0 0 494 276 Number 3 8 18 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 1723 1870 0 0 1870 1723 Adj Flow Rate, veh/h 49 0 430 32 800 0 0 537 300
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Opposing Right Turn Influence Yes Yes No
Cap, veh/h 646 0 521 625 2521 0 0 1364 390
HCM Platoon Ratio 1.00 1.00 1.00 0.67 0.67 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.20 0.00 0.20 0.26 0.48 0.00 0.00 0.27 0.27 Unsig. Movement Delay
Ln Grp Delay, s/veh 29.1 0.0 38.6 21.3 10.5 0.0 0.0 27.9 44.0 Ln Grp LOS C D C B C D
Approach Vol, veh/h 479 832 837
Approach Delay, s/veh 37.6 10.9 33.7
Approach LOS D B C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 6 5
Case No 4.0 9.0 7.0 2.0
Phs Duration (G+Y+Rc), s 67.8 22.2 28.0 39.8
Change Period (Y+Rc), s 5.5 4.0 * 5.5 5.5
Max Green (Gmax), s 52.5 28.0 * 39 10.0
Max Allow Headway (MAH), s 4.0 4.3 4.1 4.1
Max Q Clear (g_c+l1), s 14.5 16.4 19.1 3.3
Green Ext Time (g_e), s 3.7 1.7 3.5 0.0
Prob of Phs Call (p_c) 1.00 1.00 1.00 0.55
Prob of Max Out (p_x) 0.00 0.05 0.02 0.03
Left-Turn Movement Data
Assigned Mvmt 3 1 5
Mvmt Sat Flow, veh/h 3183 0 1641
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 3647 0 5274
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 0 2569 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 1 5 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L (Prot)
Lanes in Grp 0 0 2 0 0 1 0 0
Grp Vol (v), veh/h 0 0 49 0 0 32 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1591 0 0 1641 0 0
Q Serve Time (g_s), s 0.0 0.0 1.1 0.0 0.0 1.3 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.1 0.0 0.0 1.3 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1591 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 24.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 646 0 0 625 0 0
V/C Ratio (X) 0.00 0.00 0.08 0.00 0.00 0.05 0.00 0.00
Avail Cap (c_a), veh/h 0 0 994 0 0 625 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.93 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 29.0 0.0 0.0 21.2 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 29.1 0.0 0.0 21.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.4 0.0 0.0 0.5 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.4 0.0 0.0 0.5 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.04 0.00 0.00 0.03 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 6 0 0 0
Lane Assignment T T
Lanes in Grp 0 2 0 0 3 0 0 0
Grp Vol (v), veh/h 0 800 0 0 537 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 1702 0 0 0
Q Serve Time (g_s), s 0.0 12.5 0.0 0.0 7.8 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 12.5 0.0 0.0 7.8 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 2521 0 0 1364 0 0 0
V/C Ratio (X) 0.00 0.32 0.00 0.00 0.39 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 2521 0 0 2269 0 0 0
Upstream Filter (I) 0.00 0.93 0.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 10.1 0.0 0.0 27.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.9 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 10.5 0.0 0.0 27.9 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 4.0 0.0 0.0 2.9 0.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 4.1 0.0 0.0 3.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.19 0.00 0.00 0.02 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 16 0 0 0
Lane Assignment R R
Lanes in Grp 0 0 2 0 1 0 0 0
Grp Vol (v), veh/h 0 0 430 0 300 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1285 0 1460 0 0 0
Q Serve Time (g_s), s 0.0 0.0 14.4 0.0 17.1 0.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 14.4 0.0 17.1 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 521 0 390 0 0 0
V/C Ratio (X) 0.00 0.00 0.83 0.00 0.77 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 802 0 649 0 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 34.3 0.0 30.4 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 4.2 0.0 13.6 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 38.6 0.0 44.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 4.1 0.0 5.4 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.3 0.0 1.5 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 4.4 0.0 6.9 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.27 0.00 1.40 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 25.7
HCM 7th LOS C
Notes
* HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier.

Page 1352 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 302 0 18 0 0 0 0 498 106 0 279 0 Future Volume (veh/h) 302 0 18 0 0 0 0 498 106 0 279 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 0 1870 1723 0 1870 1723 Adj Flow Rate, veh/h 328 0 20 0 541 115 0 303 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 0 2 2 0 2 2
Opposing Right Turn Influence Yes No No
Cap, veh/h 438 0 201 0 2261 479 0 2753 1131
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 2.00 Prop Arrive On Green 0.14 0.00 0.14 0.00 1.00 1.00 0.00 1.00 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 39.9 0.0 34.2 0.0 0.4 0.4 0.0 0.1 0.0 Ln Grp LOS D C A A A
Approach Vol, veh/h 348 656 303
Approach Delay, s/veh 39.6 0.4 0.1
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 7.0
Phs Duration (G+Y+Rc), s 73.7 16.3 73.7
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green (Gmax), s 48.5 32.0 48.5
Max Allow Headway (MAH), s 4.1 4.1 4.0
Max Q Clear (g_c+l1), s 2.0 10.9 2.0
Green Ext Time (g_e), s 2.5 1.4 1.2
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 3183 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 3012 0 3647
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 618 1460 1460
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L
Lanes in Grp 0 0 0 2 0 0 0 0
Grp Vol (v), veh/h 0 0 0 328 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1591 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 8.9 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 8.9 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1591 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 69.7 0.0 0.0 0.0 69.7 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 438 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 1135 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 37.3 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 2.6 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 39.9 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 3.2 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 3.4 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.17 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 1 0 0 0 2 0 0
Grp Vol (v), veh/h 0 329 0 0 0 303 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1777 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 1377 0 0 0 2753 0 0
V/C Ratio (X) 0.00 0.24 0.00 0.00 0.00 0.11 0.00 0.00
Avail Cap (c_a), veh/h 0 1377 0 0 0 2753 0 0
Upstream Filter (I) 0.00 0.96 0.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R R
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 327 0 20 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1759 0 1460 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.35 0.00 1.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1363 0 201 0 1131 0 0
V/C Ratio (X) 0.00 0.24 0.00 0.10 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1363 0 521 0 1131 0 0
Upstream Filter (I) 0.00 0.96 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 33.9 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.2 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.4 0.0 34.2 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.4 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 10.8
HCM 7th LOS B

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HCM 7th Roundabout AM 2024
3: SR 198 WB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Intersection Delay, s/veh 4.6
Intersection LOS A
Approach EB WB NB SB
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 410 375 0 208
Demand Flow Rate, veh/h 418 382 0 212
Vehicles Circulating, veh/h 322 120 313 316
Vehicles Exiting, veh/h 204 193 281 120
Ped Vol Crossing Leg, #/h 0 0 0 0
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 4.2 4.4 0.0 5.6
Approach LOS A A - A
Lane Left Bypass Left Bypass Left Left Bypass
Designated Moves LT R LT R LTR LT R
Assumed Moves LT LT LTR LT
RT Channelized Free Free Free
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 272 146 316 66 0 210 2
Cap Entry Lane, veh/h 994 1938 1221 1938 1003 1000 1938 Entry HV Adj Factor 0.982 0.980 0.981 0.980 1.000 0.979 0.980 Flow Entry, veh/h 267 143 310 65 0 206 2
Cap Entry, veh/h 975 1900 1198 1900 1003 979 1900
V/C Ratio 0.274 0.075 0.259 0.034 0.000 0.210 0.001
Control Delay, s/veh 6.4 0.0 5.3 0.0 3.6 5.7 0.0

LOS A A A A A A A
95th %tile Queue, veh 1 0 1 0 0 1 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
HCM 7th Edition methodology does not support Non-NEMA phasing.

Page 1357 of 1543 ends

HCM 7th TWSC AM 2024
5: 13th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 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 0 176 34 21 277 0 37 0 13 0 0 0
Future Vol, veh/h 0 176 34 21 277 0 37 0 13 0 0 0
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 - - - - - - - - - - - -
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 191 37 23 301 0 40 0 14 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 301 0 0 228 0 0 557 557 210 538 575 301 Stage 1 - - - - - - 210 210 - 347 347 -
Stage 2 - - - - - - 347 347 - 191 228 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1260 - - 1340 - - 441 439 830 454 429 739 Stage 1 - - - - - - 792 729 - 669 635 -
Stage 2 - - - - - - 669 635 - 810 715 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1260 - - 1340 - - 432 430 830 437 420 739 Mov Cap-2 Maneuver - - - - - - 432 430 - 437 420 -
Stage 1 - - - - - - 792 729 - 655 622 -
Stage 2 - - - - - - 655 622 - 797 715 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.54 13.19 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 494 1260 - - 127 - - -
HCM Lane V/C Ratio 0.11 - - - 0.017 - - -
HCM Control Delay (s/veh) 13.2 0 - - 7.7 0 - 0
HCM Lane LOS B A - - A A - A
HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - -

Page 1358 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 129 35 28 158 202 74 332 32 97 176 35 Future Volume (veh/h) 79 129 35 28 158 202 74 332 32 97 176 35 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 86 140 38 30 172 220 80 361 35 105 191 38 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 134 217 169 260 361 282 125 1939 187 509 1399 273 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Prop Arrive On Green 0.08 0.12 0.12 0.16 0.19 0.19 0.15 1.00 1.00 0.94 0.94 0.91 Unsig. Movement Delay
Ln Grp Delay, s/veh 45.1 41.2 22.4 32.7 33.3 40.5 41.7 0.3 0.3 2.3 1.7 2.0 Ln Grp LOS D D C C C D D A A A A A
Approach Vol, veh/h 264 422 476 334
Approach Delay, s/veh 39.8 37.0 7.3 2.0
Approach LOS D D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 3 5 6 8 7
Case No 4.0 3.0 2.0 2.0 6.3 3.0 2.0
Phs Duration (G+Y+Rc), s 57.3 14.4 18.3 10.8 46.5 21.4 11.3 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 5.5 5.5 5.5
Max Green (Gmax), s 40.5 28.3 4.7 9.5 25.5 23.5 9.5
Max Allow Headway (MAH), s 4.0 4.1 4.1 4.1 4.5 4.2 4.1
Max Q Clear (g_c+l1), s 2.0 8.4 3.4 6.1 2.8 14.9 6.6
Green Ext Time (g_e), s 1.4 0.5 0.0 0.0 1.3 1.0 0.0
Prob of Phs Call (p_c) 1.00 1.00 0.53 0.86 1.00 1.00 0.88 Prob of Max Out (p_x) 0.00 0.00 1.00 1.00 0.00 0.13 1.00 Left-Turn Movement Data
Assigned Mvmt 3 5 1 7
Mvmt Sat Flow, veh/h 1641 1641 910 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 3275 1870 2965 1870
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 316 1460 578 1460
Left Lane Group Data
Assigned Mvmt 0 0 0 3 5 1 0 7

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L (Prot) L (Prot) L L (Prot)
Lanes in Grp 0 0 0 1 1 1 0 1
Grp Vol (v), veh/h 0 0 0 30 80 105 0 86
Grp Sat Flow (s), veh/h/ln 0 0 0 1641 1641 910 0 1641
Q Serve Time (g_s), s 0.0 0.0 0.0 1.4 4.1 0.8 0.0 4.6
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 1.4 4.1 0.8 0.0 4.6 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 910 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 42.5 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 42.5 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 0 0 260 125 509 0 134
V/C Ratio (X) 0.00 0.00 0.00 0.12 0.64 0.21 0.00 0.64
Avail Cap (c_a), veh/h 0 0 0 260 201 509 0 201
Upstream Filter (I) 0.00 0.00 0.00 0.99 0.86 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 32.5 37.0 1.4 0.0 40.1 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.2 4.7 0.9 0.0 5.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 32.7 41.7 2.3 0.0 45.1 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.5 1.5 0.1 0.0 1.7 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.5 1.6 0.2 0.0 1.9 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.27 0.21 0.03 0.00 0.32 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 4 0 0 6 8 0
Lane Assignment T T T T
Lanes in Grp 0 1 1 0 0 1 1 0
Grp Vol (v), veh/h 0 195 140 0 0 113 172 0
Grp Sat Flow (s), veh/h/ln 0 1777 1870 0 0 1777 1870 0
Q Serve Time (g_s), s 0.0 0.0 6.4 0.0 0.0 0.4 7.4 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 6.4 0.0 0.0 0.4 7.4 0.0 Lane Grp Cap (c), veh/h 0 1052 217 0 0 838 361 0
V/C Ratio (X) 0.00 0.19 0.64 0.00 0.00 0.13 0.48 0.00
Avail Cap (c_a), veh/h 0 1052 619 0 0 838 520 0
Upstream Filter (I) 0.00 0.86 1.00 0.00 0.00 1.00 0.99 0.00 Uniform Delay (d1), s/veh 0.0 0.0 38.0 0.0 0.0 1.4 32.3 0.0 Incr Delay (d2), s/veh 0.0 0.3 3.2 0.0 0.0 0.3 1.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.3 41.2 0.0 0.0 1.7 33.3 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 2.7 0.0 0.0 0.1 3.1 0.0

Page 1360 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.2 0.0 0.0 0.1 0.1 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.1 2.9 0.0 0.0 0.2 3.2 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.01 0.00 0.00 0.00 0.02 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 14 0 0 16 18 0
Lane Assignment T+R R T+R R
Lanes in Grp 0 1 1 0 0 1 1 0
Grp Vol (v), veh/h 0 201 38 0 0 116 220 0
Grp Sat Flow (s), veh/h/ln 0 1814 1460 0 0 1766 1460 0
Q Serve Time (g_s), s 0.0 0.0 1.6 0.0 0.0 0.5 12.9 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.6 0.0 0.0 0.5 12.9 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.17 1.00 0.00 0.00 0.33 1.00 0.00 Lane Grp Cap (c), veh/h 0 1074 169 0 0 833 282 0
V/C Ratio (X) 0.00 0.19 0.22 0.00 0.00 0.14 0.78 0.00
Avail Cap (c_a), veh/h 0 1074 483 0 0 833 406 0
Upstream Filter (I) 0.00 0.86 1.00 0.00 0.00 1.00 0.99 0.00 Uniform Delay (d1), s/veh 0.0 0.0 21.7 0.0 0.0 1.6 34.5 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.7 0.0 0.0 0.3 6.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.3 22.4 0.0 0.0 2.0 40.5 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.7 0.0 0.0 0.1 4.2 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.0 0.1 0.5 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.1 0.7 0.0 0.0 0.2 4.7 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.19 0.00 0.00 0.00 2.37 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 20.2
HCM 7th LOS C

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 150 170 52 81 114 69 32 286 87 48 218 79 Future Volume (veh/h) 150 170 52 81 114 69 32 286 87 48 218 79 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 163 185 57 88 124 75 35 311 95 52 237 86 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 745 1225 956 727 715 432 224 479 374 177 479 374 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 Prop Arrive On Green 0.65 0.65 0.65 0.65 0.65 0.64 0.26 0.26 0.26 0.26 0.26 0.26 Unsig. Movement Delay
Ln Grp Delay, s/veh 8.7 6.2 5.7 7.5 0.0 6.5 34.2 31.3 27.0 38.9 29.3 26.8 Ln Grp LOS A A A A A C C C D C C
Approach Vol, veh/h 405 287 441 375
Approach Delay, s/veh 7.1 6.8 30.6 30.0
Approach LOS A A C C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Case No 5.0 5.0 5.0 6.0
Phs Duration (G+Y+Rc), s 27.1 62.9 27.1 62.9
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green (Gmax), s 37.5 41.5 37.5 41.5
Max Allow Headway (MAH), s 4.2 4.4 4.3 4.4
Max Q Clear (g_c+l1), s 15.4 12.2 20.3 8.6
Green Ext Time (g_e), s 1.6 1.6 1.3 1.2
Prob of Phs Call (p_c) 1.00 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1 3
Mvmt Sat Flow, veh/h 973 1090 902 1048
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 1870 1870 1870 1091
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1460 1460 1460 660
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 3

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L L L
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 35 0 163 0 52 0 88
Grp Sat Flow (s), veh/h/ln 0 973 0 1090 0 902 0 1048
Q Serve Time (g_s), s 0.0 2.9 0.0 6.2 0.0 4.9 0.0 3.2
Cycle Q Clear Time (g_c), s 0.0 12.6 0.0 10.2 0.0 18.3 0.0 6.6 Perm LT Sat Flow (s_l), veh/h/ln 0 973 0 1090 0 902 0 1048 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 23.1 0.0 58.9 0.0 23.1 0.0 58.9 Perm LT Serve Time (g_u), s 0.0 13.3 0.0 54.9 0.0 9.7 0.0 55.5 Perm LT Q Serve Time (g_ps), s 0.0 2.9 0.0 6.2 0.0 4.9 0.0 3.2 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 224 0 745 0 177 0 727
V/C Ratio (X) 0.00 0.16 0.00 0.22 0.00 0.29 0.00 0.12
Avail Cap (c_a), veh/h 0 397 0 745 0 337 0 727
Upstream Filter (I) 0.00 1.00 0.00 0.96 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 33.9 0.0 8.1 0.0 38.0 0.0 7.2 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.6 0.0 0.9 0.0 0.3
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 34.2 0.0 8.7 0.0 38.9 0.0 7.5 1st-Term Q (Q1), veh/ln 0.0 0.6 0.0 1.1 0.0 1.0 0.0 0.5 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.6 0.0 1.2 0.0 1.1 0.0 0.6 %ile Storage Ratio (RQ%) 0.00 0.15 0.00 0.31 0.00 0.38 0.00 0.15 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 311 0 185 0 237 0 0
Grp Sat Flow (s), veh/h/ln 0 1870 0 1870 0 1870 0 0
Q Serve Time (g_s), s 0.0 13.4 0.0 3.4 0.0 9.7 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 13.4 0.0 3.4 0.0 9.7 0.0 0.0 Lane Grp Cap (c), veh/h 0 479 0 1225 0 479 0 0
V/C Ratio (X) 0.00 0.65 0.00 0.15 0.00 0.49 0.00 0.00
Avail Cap (c_a), veh/h 0 810 0 1225 0 810 0 0
Upstream Filter (I) 0.00 1.00 0.00 0.96 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 29.9 0.0 5.9 0.0 28.5 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.5 0.0 0.3 0.0 0.8 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 31.3 0.0 6.2 0.0 29.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 5.4 0.0 0.9 0.0 4.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.1 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 5.6 0.0 1.0 0.0 4.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.08 0.00 0.01 0.00 0.04 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment R R R T+R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 95 0 57 0 86 0 199
Grp Sat Flow (s), veh/h/ln 0 1460 0 1460 0 1460 0 1752
Q Serve Time (g_s), s 0.0 4.7 0.0 1.3 0.0 4.2 0.0 4.0
Cycle Q Clear Time (g_c), s 0.0 4.7 0.0 1.3 0.0 4.2 0.0 4.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.38 Lane Grp Cap (c), veh/h 0 374 0 956 0 374 0 1147
V/C Ratio (X) 0.00 0.25 0.00 0.06 0.00 0.23 0.00 0.17
Avail Cap (c_a), veh/h 0 633 0 956 0 633 0 1147
Upstream Filter (I) 0.00 1.00 0.00 0.96 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 26.6 0.0 5.6 0.0 26.5 0.0 6.2 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.1 0.0 0.3 0.0 0.3
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 27.0 0.0 5.7 0.0 26.8 0.0 6.5 1st-Term Q (Q1), veh/ln 0.0 1.5 0.0 0.3 0.0 1.3 0.0 1.1 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.5 0.0 0.3 0.0 1.4 0.0 1.2 %ile Storage Ratio (RQ%) 0.00 0.39 0.00 0.15 0.00 0.17 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 19.6
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 19 227 94 6 90 106
Future Volume (veh/h) 19 227 94 6 90 106
Number 3 18 2 12 1 6
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1723 1870 1723 1723 1870
Adj Flow Rate, veh/h 21 247 102 7 98 115
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes
Cap, veh/h 323 288 1235 85 903 1335
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Prop Arrive On Green 0.20 0.20 0.71 0.71 1.00 1.00
Unsig. Movement Delay
Ln Grp Delay, s/veh 29.5 42.2 0.0 4.0 0.3 0.1
Ln Grp LOS C D A A A
Approach Vol, veh/h 268 109 213
Approach Delay, s/veh 41.2 4.0 0.2
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 6
Case No 8.0 9.0 6.0
Phs Duration (G+Y+Rc), s 68.3 21.7 68.3
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green (Gmax), s 36.0 46.0 36.0
Max Allow Headway (MAH), s 4.0 4.3 4.2
Max Q Clear (g_c+l1), s 3.6 16.7 3.8
Green Ext Time (g_e), s 0.3 1.1 0.8
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 3 1
Mvmt Sat Flow, veh/h 0 1641 1183
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 1730 0 1870
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 119 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 3 0 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L
Lanes in Grp 0 0 1 0 0 1 0 0
Grp Vol (v), veh/h 0 0 21 0 0 98 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 0 1183 0 0
Q Serve Time (g_s), s 0.0 0.0 0.9 0.0 0.0 0.2 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.9 0.0 0.0 1.8 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1641 0 0 1183 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 64.3 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 62.6 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Time to First Blk (g_f), s 0.0 64.3 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 323 0 0 903 0 0
V/C Ratio (X) 0.00 0.00 0.06 0.00 0.00 0.11 0.00 0.00
Avail Cap (c_a), veh/h 0 0 839 0 0 903 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 29.4 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.2 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 29.5 0.0 0.0 0.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.06 0.00 0.00 0.01 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 115 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1870 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 1335 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1335 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 1 0 0 0 0 0
Grp Vol (v), veh/h 0 109 247 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1849 1460 0 0 0 0 0
Q Serve Time (g_s), s 0.0 1.6 14.7 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 1.6 14.7 0.0 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.06 1.00 0.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1320 288 0 0 0 0 0
V/C Ratio (X) 0.00 0.08 0.86 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1320 746 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 3.9 34.9 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 7.3 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 4.0 42.2 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.4 4.8 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.4 5.4 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 19.5
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 52 0 396 29 770 0 0 506 276 Future Volume (veh/h) 0 0 0 52 0 396 29 770 0 0 506 276 Number 3 8 18 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 1723 1870 0 0 1870 1723 Adj Flow Rate, veh/h 57 0 430 32 837 0 0 550 300
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Opposing Right Turn Influence Yes Yes No
Cap, veh/h 647 0 522 40 2520 0 0 3269 935
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.20 0.00 0.20 0.02 0.71 0.00 0.00 0.64 0.64 Unsig. Movement Delay
Ln Grp Delay, s/veh 29.2 0.0 38.5 70.9 5.3 0.0 0.0 6.6 8.2 Ln Grp LOS C D E A A A
Approach Vol, veh/h 487 869 850
Approach Delay, s/veh 37.4 7.7 7.2
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 5 6
Case No 4.0 9.0 2.0 7.0
Phs Duration (G+Y+Rc), s 67.8 22.2 6.2 61.6
Change Period (Y+Rc), s 5.5 4.0 4.0 5.5
Max Green (Gmax), s 52.5 28.0 10.0 38.5
Max Allow Headway (MAH), s 4.0 4.3 4.1 4.1
Max Q Clear (g_c+l1), s 10.1 16.4 3.7 10.4
Green Ext Time (g_e), s 3.9 1.8 0.0 3.8
Prob of Phs Call (p_c) 1.00 1.00 0.55 1.00
Prob of Max Out (p_x) 0.00 0.05 0.05 0.00
Left-Turn Movement Data
Assigned Mvmt 3 5 1
Mvmt Sat Flow, veh/h 3183 1641 0
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 3647 0 5274
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 0 2569 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 5 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L (Prot)
Lanes in Grp 0 0 2 0 1 0 0 0
Grp Vol (v), veh/h 0 0 57 0 32 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1591 0 1641 0 0 0
Q Serve Time (g_s), s 0.0 0.0 1.3 0.0 1.7 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.3 0.0 1.7 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1591 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 57.6 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 647 0 40 0 0 0
V/C Ratio (X) 0.00 0.00 0.09 0.00 0.80 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 994 0 182 0 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.93 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 29.1 0.0 43.7 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 27.2 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 29.2 0.0 70.9 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.5 0.0 0.7 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.5 0.0 1.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.04 0.00 0.06 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 2 0 0 0 3 0 0
Grp Vol (v), veh/h 0 837 0 0 0 550 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1702 0 0
Q Serve Time (g_s), s 0.0 8.1 0.0 0.0 0.0 3.9 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 8.1 0.0 0.0 0.0 3.9 0.0 0.0 Lane Grp Cap (c), veh/h 0 2520 0 0 0 3269 0 0
V/C Ratio (X) 0.00 0.33 0.00 0.00 0.00 0.17 0.00 0.00
Avail Cap (c_a), veh/h 0 2520 0 0 0 3269 0 0
Upstream Filter (I) 0.00 0.93 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 5.0 0.0 0.0 0.0 6.5 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 5.3 0.0 0.0 0.0 6.6 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 1.8 0.0 0.0 0.0 1.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 1.9 0.0 0.0 0.0 1.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.09 0.00 0.00 0.00 0.01 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment R R
Lanes in Grp 0 0 2 0 0 1 0 0
Grp Vol (v), veh/h 0 0 430 0 0 300 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1285 0 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 14.4 0.0 0.0 8.4 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 14.4 0.0 0.0 8.4 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 522 0 0 935 0 0
V/C Ratio (X) 0.00 0.00 0.82 0.00 0.00 0.32 0.00 0.00
Avail Cap (c_a), veh/h 0 0 802 0 0 935 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 34.3 0.0 0.0 7.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 4.2 0.0 0.0 0.9 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 38.5 0.0 0.0 8.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 4.1 0.0 0.0 1.9 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.3 0.0 0.0 0.2 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 4.4 0.0 0.0 2.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.27 0.00 0.00 0.43 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 14.1
HCM 7th LOS B

Page 1371 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 302 0 18 0 0 0 0 532 127 0 298 0 Future Volume (veh/h) 302 0 18 0 0 0 0 532 127 0 298 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 0 1870 1723 0 1870 1723 Adj Flow Rate, veh/h 328 0 20 0 578 138 0 324 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 0 2 2 0 2 2
Opposing Right Turn Influence Yes No No
Cap, veh/h 437 0 200 0 2206 525 0 2754 1131
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.33 1.00 2.00 2.00 Prop Arrive On Green 0.14 0.00 0.14 0.00 1.00 1.00 0.00 1.00 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 40.0 0.0 34.2 0.0 0.4 0.4 0.0 0.1 0.0 Ln Grp LOS D C A A A
Approach Vol, veh/h 348 716 324
Approach Delay, s/veh 39.6 0.4 0.1
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 7.0
Phs Duration (G+Y+Rc), s 73.7 16.3 73.7
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green (Gmax), s 49.5 31.0 49.5
Max Allow Headway (MAH), s 4.1 4.1 4.0
Max Q Clear (g_c+l1), s 2.0 10.9 2.0
Green Ext Time (g_e), s 2.8 1.3 1.3
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 3183 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 2941 0 3647
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 678 1460 1460
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L
Lanes in Grp 0 0 0 2 0 0 0 0
Grp Vol (v), veh/h 0 0 0 328 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1591 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 8.9 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 8.9 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1591 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 69.7 0.0 0.0 0.0 69.7 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 437 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 1100 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 37.3 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 2.6 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 40.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 3.2 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 3.4 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.17 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 1 0 0 0 2 0 0
Grp Vol (v), veh/h 0 360 0 0 0 324 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1777 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 1377 0 0 0 2754 0 0
V/C Ratio (X) 0.00 0.26 0.00 0.00 0.00 0.12 0.00 0.00
Avail Cap (c_a), veh/h 0 1377 0 0 0 2754 0 0
Upstream Filter (I) 0.00 0.94 0.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R R
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 356 0 20 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1748 0 1460 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.39 0.00 1.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1355 0 200 0 1131 0 0
V/C Ratio (X) 0.00 0.26 0.00 0.10 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1355 0 504 0 1131 0 0
Upstream Filter (I) 0.00 0.94 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 34.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.2 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.4 0.0 34.2 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.4 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 10.2
HCM 7th LOS B

Page 1374 of 1543 ends

HCM 7th Roundabout AM 2024+Project
3: SR 198 WB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Intersection Delay, s/veh 4.9
Intersection LOS A
Approach EB WB NB SB
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 413 412 0 208
Demand Flow Rate, veh/h 421 420 0 212
Vehicles Circulating, veh/h 351 120 316 354
Vehicles Exiting, veh/h 213 196 310 120
Ped Vol Crossing Leg, #/h 0 0 0 0
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 4.4 4.8 0.0 5.9
Approach LOS A A - A
Lane Left Bypass Left Bypass Left Left Bypass
Designated Moves LT R LT R LTR LT R
Assumed Moves LT LT LTR LT
RT Channelized Free Free Free
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 275 146 354 66 0 210 2
Cap Entry Lane, veh/h 965 1938 1221 1938 1000 962 1938
Entry HV Adj Factor 0.982 0.980 0.980 0.980 1.000 0.979 0.980 Flow Entry, veh/h 270 143 347 65 0 206 2
Cap Entry, veh/h 947 1900 1196 1900 1000 942 1900
V/C Ratio 0.285 0.075 0.290 0.034 0.000 0.218 0.001
Control Delay, s/veh 6.7 0.0 5.7 0.0 3.6 6.0 0.0

LOS A A A A A A A
95th %tile Queue, veh 1 0 1 0 0 1 0

Page 1375 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 3 81 0 0 0 0 310 27 122 141 0 Future Volume (veh/h) 80 3 81 0 0 0 0 310 27 122 141 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 0 1870 1723 1723 1870 0 Adj Flow Rate, veh/h 87 3 88 0 337 29 133 153 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Opposing Right Turn Influence Yes No Yes
Cap, veh/h 142 0 126 0 1400 120 547 609 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.09 0.09 0.09 0.00 0.82 0.81 0.82 0.82 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 43.9 0.0 46.7 0.0 0.0 2.1 2.2 0.0 0.0 Ln Grp LOS D D A A
Approach Vol, veh/h 175 366 286
Approach Delay, s/veh 45.3 2.1 2.2
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 8.0
Phs Duration (G+Y+Rc), s 78.2 11.8 78.2
Change Period (Y+Rc), s 5.5 4.1 5.5
Max Green (Gmax), s 56.5 23.9 56.5
Max Allow Headway (MAH), s 4.0 4.2 4.5
Max Q Clear (g_c+l1), s 5.9 7.3 7.2
Green Ext Time (g_e), s 1.3 0.5 1.3
Prob of Phs Call (p_c) 1.00 0.99 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 1641 592
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 1698 0 739
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 146 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

Page 1376 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L+T
Lanes in Grp 0 0 0 1 0 1 0 0
Grp Vol (v), veh/h 0 0 0 87 0 286 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1641 0 1331 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 4.6 0.0 1.3 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 4.6 0.0 5.2 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1641 0 1032 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 74.2 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 70.3 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 1.3 0.0 0.0 Time to First Blk (g_f), s 0.0 74.2 0.0 0.0 0.0 2.3 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.47 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 142 0 1156 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.61 0.00 0.25 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 438 0 1156 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 39.7 0.0 1.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 4.2 0.0 0.5 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 43.9 0.0 2.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 1.7 0.0 0.1 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 1.9 0.0 0.3 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.13 0.00 0.06 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment
Lanes in Grp 0 0 0 0 0 0 0 0
Grp Vol (v), veh/h 0 0 0 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Page 1377 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 0 1 0 0 0 0
Grp Vol (v), veh/h 0 366 0 88 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1844 0 1460 0 0 0 0
Q Serve Time (g_s), s 0.0 3.9 0.0 5.3 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 3.9 0.0 5.3 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.08 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1521 0 126 0 0 0 0
V/C Ratio (X) 0.00 0.24 0.00 0.70 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1521 0 389 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 1.7 0.0 40.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 6.8 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 2.1 0.0 46.7 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 1.8 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.3 0.0 2.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.03 0.00 0.14 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 11.3
HCM 7th LOS B

Page 1378 of 1543 ends

HCM 7th TWSC AM 2024+Project
5: 13th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 189 34 21 311 0 37 0 13 0 0 0
Future Vol, veh/h 0 189 34 21 311 0 37 0 13 0 0 0
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 - - - - - - - - - - - -
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 205 37 23 338 0 40 0 14 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 338 0 0 242 0 0 608 608 224 589 626 338 Stage 1 - - - - - - 224 224 - 384 384 -
Stage 2 - - - - - - 384 384 - 205 242 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1221 - - 1324 - - 408 411 816 420 401 704 Stage 1 - - - - - - 779 718 - 639 612 -
Stage 2 - - - - - - 639 612 - 797 705 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1221 - - 1324 - - 399 402 816 404 392 704 Mov Cap-2 Maneuver - - - - - - 399 402 - 404 392 -
Stage 1 - - - - - - 779 718 - 626 599 -
Stage 2 - - - - - - 626 599 - 783 705 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.49 13.86 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 460 1221 - - 114 - - -
HCM Lane V/C Ratio 0.118 - - - 0.017 - - -
HCM Control Delay (s/veh) 13.9 0 - - 7.8 0 - 0
HCM Lane LOS B A - - A A - A
HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - -

Page 1379 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 134 193 51 28 180 202 80 332 32 97 176 54 Future Volume (veh/h) 134 193 51 28 180 202 80 332 32 97 176 54 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 146 210 55 30 196 220 87 361 35 105 191 59 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 202 517 403 66 361 282 474 1802 174 226 585 175 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Prop Arrive On Green 0.12 0.28 0.28 0.04 0.19 0.19 0.29 0.55 0.53 0.07 0.07 0.07 Unsig. Movement Delay
Ln Grp Delay, s/veh 43.9 27.1 4.7 47.0 34.0 40.9 24.2 10.6 10.7 49.0 37.7 38.1 Ln Grp LOS D C A D C D C B B D D D
Approach Vol, veh/h 411 446 483 355
Approach Delay, s/veh 30.1 38.3 13.1 41.2
Approach LOS C D B D
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 3 4 6 5 7 8
Case No 4.0 2.0 3.0 6.4 2.0 2.0 3.0
Phs Duration (G+Y+Rc), s 53.5 7.6 28.9 23.5 30.0 15.1 21.4 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 5.5 5.5 5.5
Max Green (Gmax), s 37.1 4.7 31.7 23.1 8.5 13.5 22.9
Max Allow Headway (MAH), s 4.0 4.1 4.1 4.5 4.1 4.1 4.2
Max Q Clear (g_c+l1), s 7.1 3.6 10.2 17.3 5.6 9.7 14.9
Green Ext Time (g_e), s 1.3 0.0 0.8 0.7 0.0 0.1 1.0
Prob of Phs Call (p_c) 1.00 0.53 1.00 1.00 0.89 0.97 1.00 Prob of Max Out (p_x) 0.00 1.00 0.00 0.55 1.00 1.00 0.18 Left-Turn Movement Data
Assigned Mvmt 3 1 5 7
Mvmt Sat Flow, veh/h 1641 910 1641 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 3275 1870 2693 1870
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 316 1460 808 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 1 5 7 0

Page 1380 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L (Prot) L L (Prot) L (Prot)
Lanes in Grp 0 0 1 0 1 1 1 0
Grp Vol (v), veh/h 0 0 30 0 105 87 146 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 910 1641 1641 0
Q Serve Time (g_s), s 0.0 0.0 1.6 0.0 10.2 3.6 7.7 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.6 0.0 15.3 3.6 7.7 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 910 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 19.5 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 14.5 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 10.2 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Lane Grp Cap (c), veh/h 0 0 66 0 226 474 202 0
V/C Ratio (X) 0.00 0.00 0.46 0.00 0.46 0.18 0.72 0.00
Avail Cap (c_a), veh/h 0 0 113 0 277 474 273 0
Upstream Filter (I) 0.00 0.00 0.99 0.00 1.00 0.86 1.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 42.2 0.0 42.3 24.0 38.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 4.8 0.0 6.7 0.2 6.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 47.0 0.0 49.0 24.2 43.9 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.6 0.0 2.4 1.3 2.9 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.1 0.0 0.4 0.0 0.3 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.7 0.0 2.9 1.3 3.2 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.35 0.00 0.36 0.16 0.54 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 6 0 0 8
Lane Assignment T T T T
Lanes in Grp 0 1 0 1 1 0 0 1
Grp Vol (v), veh/h 0 195 0 210 124 0 0 196
Grp Sat Flow (s), veh/h/ln 0 1777 0 1870 1777 0 0 1870
Q Serve Time (g_s), s 0.0 5.0 0.0 8.2 6.0 0.0 0.0 8.5
Cycle Q Clear Time (g_c), s 0.0 5.0 0.0 8.2 6.0 0.0 0.0 8.5 Lane Grp Cap (c), veh/h 0 978 0 517 386 0 0 361
V/C Ratio (X) 0.00 0.20 0.00 0.41 0.32 0.00 0.00 0.54
Avail Cap (c_a), veh/h 0 978 0 690 486 0 0 507
Upstream Filter (I) 0.00 0.86 0.00 1.00 1.00 0.00 0.00 0.99 Uniform Delay (d1), s/veh 0.0 10.2 0.0 26.6 35.5 0.0 0.0 32.7 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.5 2.2 0.0 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 Control Delay (d), s/veh 0.0 10.6 0.0 27.1 37.7 0.0 0.0 34.0 1st-Term Q (Q1), veh/ln 0.0 1.6 0.0 3.3 2.5 0.0 0.0 3.5

Page 1381 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.1 0.2 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.7 0.0 3.4 2.7 0.0 0.0 3.7 %ile Storage Ratio (RQ%) 0.00 0.02 0.00 0.02 0.05 0.00 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 16 0 0 18
Lane Assignment T+R R T+R R
Lanes in Grp 0 1 0 1 1 0 0 1
Grp Vol (v), veh/h 0 201 0 55 126 0 0 220
Grp Sat Flow (s), veh/h/ln 0 1814 0 1460 1725 0 0 1460
Q Serve Time (g_s), s 0.0 5.1 0.0 1.1 6.3 0.0 0.0 12.9
Cycle Q Clear Time (g_c), s 0.0 5.1 0.0 1.1 6.3 0.0 0.0 12.9 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.17 0.00 1.00 0.47 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 998 0 403 374 0 0 282
V/C Ratio (X) 0.00 0.20 0.00 0.14 0.34 0.00 0.00 0.78
Avail Cap (c_a), veh/h 0 998 0 539 471 0 0 396
Upstream Filter (I) 0.00 0.86 0.00 1.00 1.00 0.00 0.00 0.99 Uniform Delay (d1), s/veh 0.0 10.3 0.0 4.6 35.7 0.0 0.0 34.5 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.2 2.4 0.0 0.0 6.4
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 10.7 0.0 4.7 38.1 0.0 0.0 40.9 1st-Term Q (Q1), veh/ln 0.0 1.6 0.0 0.8 2.6 0.0 0.0 4.2 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.3 0.0 0.0 0.5 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.8 0.0 0.8 2.8 0.0 0.0 4.7 %ile Storage Ratio (RQ%) 0.00 0.02 0.00 0.20 0.05 0.00 0.00 2.38 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 29.7
HCM 7th LOS C

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 195 61 81 122 69 35 286 87 48 218 90 Future Volume (veh/h) 180 195 61 81 122 69 35 286 87 48 218 90 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 196 212 66 88 133 75 38 311 95 52 237 98 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 738 1226 957 700 736 415 222 479 374 177 479 374 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 Prop Arrive On Green 0.66 0.66 0.66 0.66 0.66 0.64 0.26 0.26 0.26 0.26 0.26 0.26 Unsig. Movement Delay
Ln Grp Delay, s/veh 9.3 6.3 5.7 7.8 0.0 6.5 34.4 31.4 27.0 39.0 29.3 27.1 Ln Grp LOS A A A A A C C C D C C
Approach Vol, veh/h 474 296 444 387
Approach Delay, s/veh 7.5 6.9 30.7 30.1
Approach LOS A A C C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Case No 5.0 5.0 5.0 6.0
Phs Duration (G+Y+Rc), s 27.0 63.0 27.0 63.0
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green (Gmax), s 34.5 44.5 34.5 44.5
Max Allow Headway (MAH), s 4.2 4.4 4.3 4.4
Max Q Clear (g_c+l1), s 15.4 14.0 20.3 9.3
Green Ext Time (g_e), s 1.6 2.0 1.3 1.2
Prob of Phs Call (p_c) 1.00 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.01 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1 3
Mvmt Sat Flow, veh/h 963 1081 902 1014
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 1870 1870 1870 1123
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1460 1460 1460 633
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 3

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L L L
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 38 0 196 0 52 0 88
Grp Sat Flow (s), veh/h/ln 0 963 0 1081 0 902 0 1014
Q Serve Time (g_s), s 0.0 3.2 0.0 7.8 0.0 4.9 0.0 3.3
Cycle Q Clear Time (g_c), s 0.0 12.9 0.0 12.0 0.0 18.3 0.0 7.3 Perm LT Sat Flow (s_l), veh/h/ln 0 963 0 1081 0 902 0 1014 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 23.0 0.0 59.0 0.0 23.0 0.0 59.0 Perm LT Serve Time (g_u), s 0.0 13.3 0.0 54.7 0.0 9.7 0.0 55.0 Perm LT Q Serve Time (g_ps), s 0.0 3.2 0.0 7.8 0.0 4.9 0.0 3.3 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 222 0 738 0 177 0 700
V/C Ratio (X) 0.00 0.17 0.00 0.27 0.00 0.29 0.00 0.13
Avail Cap (c_a), veh/h 0 361 0 738 0 307 0 700
Upstream Filter (I) 0.00 1.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 34.0 0.0 8.4 0.0 38.0 0.0 7.5 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.8 0.0 0.9 0.0 0.4
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 34.4 0.0 9.3 0.0 39.0 0.0 7.8 1st-Term Q (Q1), veh/ln 0.0 0.7 0.0 1.4 0.0 1.0 0.0 0.5 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.7 0.0 1.6 0.0 1.1 0.0 0.6 %ile Storage Ratio (RQ%) 0.00 0.16 0.00 0.40 0.00 0.38 0.00 0.16 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 311 0 212 0 237 0 0
Grp Sat Flow (s), veh/h/ln 0 1870 0 1870 0 1870 0 0
Q Serve Time (g_s), s 0.0 13.4 0.0 4.0 0.0 9.7 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 13.4 0.0 4.0 0.0 9.7 0.0 0.0 Lane Grp Cap (c), veh/h 0 479 0 1226 0 479 0 0
V/C Ratio (X) 0.00 0.65 0.00 0.17 0.00 0.50 0.00 0.00
Avail Cap (c_a), veh/h 0 748 0 1226 0 748 0 0
Upstream Filter (I) 0.00 1.00 0.00 0.94 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 29.9 0.0 6.0 0.0 28.5 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.5 0.0 0.3 0.0 0.8 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 31.4 0.0 6.3 0.0 29.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 5.4 0.0 1.1 0.0 4.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.1 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 5.6 0.0 1.2 0.0 4.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.08 0.00 0.01 0.00 0.04 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment R R R T+R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 95 0 66 0 98 0 208
Grp Sat Flow (s), veh/h/ln 0 1460 0 1460 0 1460 0 1756
Q Serve Time (g_s), s 0.0 4.7 0.0 1.5 0.0 4.8 0.0 4.2
Cycle Q Clear Time (g_c), s 0.0 4.7 0.0 1.5 0.0 4.8 0.0 4.2 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.36 Lane Grp Cap (c), veh/h 0 374 0 957 0 374 0 1151
V/C Ratio (X) 0.00 0.25 0.00 0.07 0.00 0.26 0.00 0.18
Avail Cap (c_a), veh/h 0 584 0 957 0 584 0 1151
Upstream Filter (I) 0.00 1.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 26.7 0.0 5.6 0.0 26.7 0.0 6.2 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.1 0.0 0.4 0.0 0.3
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 27.0 0.0 5.7 0.0 27.1 0.0 6.5 1st-Term Q (Q1), veh/ln 0.0 1.5 0.0 0.3 0.0 1.5 0.0 1.1 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.5 0.0 0.4 0.0 1.6 0.0 1.2 %ile Storage Ratio (RQ%) 0.00 0.39 0.00 0.18 0.00 0.20 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 19.3
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 19 227 94 6 90 106
Future Volume (veh/h) 19 227 94 6 90 106
Number 3 18 2 12 1 6
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1723 1870 1723 1723 1870
Adj Flow Rate, veh/h 21 247 102 7 98 115
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes
Cap, veh/h 323 288 1235 85 903 1335
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Prop Arrive On Green 0.20 0.20 0.71 0.71 0.71 0.71
Unsig. Movement Delay
Ln Grp Delay, s/veh 29.5 42.2 0.0 4.0 4.8 4.0
Ln Grp LOS C D A A A
Approach Vol, veh/h 268 109 213
Approach Delay, s/veh 41.2 4.0 4.4
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 6
Case No 8.0 9.0 6.0
Phs Duration (G+Y+Rc), s 68.3 21.7 68.3
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green (Gmax), s 36.0 46.0 36.0
Max Allow Headway (MAH), s 4.0 4.3 4.2
Max Q Clear (g_c+l1), s 3.6 16.7 6.1
Green Ext Time (g_e), s 0.3 1.1 0.8
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 3 1
Mvmt Sat Flow, veh/h 0 1641 1183
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 1730 0 1870
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 119 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 3 0 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L
Lanes in Grp 0 0 1 0 0 1 0 0
Grp Vol (v), veh/h 0 0 21 0 0 98 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 0 1183 0 0
Q Serve Time (g_s), s 0.0 0.0 0.9 0.0 0.0 2.5 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.9 0.0 0.0 4.1 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1641 0 0 1183 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 64.3 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 62.6 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 2.5 0.0 0.0 Time to First Blk (g_f), s 0.0 64.3 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 323 0 0 903 0 0
V/C Ratio (X) 0.00 0.00 0.06 0.00 0.00 0.11 0.00 0.00
Avail Cap (c_a), veh/h 0 0 839 0 0 903 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 29.4 0.0 0.0 4.5 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.2 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 29.5 0.0 0.0 4.8 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.3 0.0 0.0 0.4 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.06 0.00 0.00 0.06 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 115 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1870 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 1335 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1335 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 3.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2024+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 1 0 0 0 0 0
Grp Vol (v), veh/h 0 109 247 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1849 1460 0 0 0 0 0
Q Serve Time (g_s), s 0.0 1.6 14.7 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 1.6 14.7 0.0 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.06 1.00 0.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1320 288 0 0 0 0 0
V/C Ratio (X) 0.00 0.08 0.86 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1320 746 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 3.9 34.9 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 7.3 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 4.0 42.2 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.4 4.8 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.4 5.4 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 21.1
HCM 7th LOS C

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 54 0 410 30 797 0 0 524 286 Future Volume (veh/h) 0 0 0 54 0 410 30 797 0 0 524 286 Number 3 8 18 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 1723 1870 0 0 1870 1723 Adj Flow Rate, veh/h 59 0 446 33 866 0 0 570 311
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Opposing Right Turn Influence Yes Yes No
Cap, veh/h 669 0 540 41 2495 0 0 3231 924
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.21 0.00 0.21 0.01 0.23 0.00 0.00 0.63 0.63 Unsig. Movement Delay
Ln Grp Delay, s/veh 28.7 0.0 38.1 71.9 17.7 0.0 0.0 7.0 8.7 Ln Grp LOS C D E B A A
Approach Vol, veh/h 505 899 881
Approach Delay, s/veh 37.0 19.7 7.6
Approach LOS D B A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 5 6
Case No 4.0 9.0 2.0 7.0
Phs Duration (G+Y+Rc), s 67.2 22.8 6.2 60.9
Change Period (Y+Rc), s 5.5 4.0 4.0 5.5
Max Green (Gmax), s 51.5 29.0 10.0 37.5
Max Allow Headway (MAH), s 4.0 4.3 4.1 4.1
Max Q Clear (g_c+l1), s 20.3 16.9 3.8 10.9
Green Ext Time (g_e), s 4.0 1.9 0.0 3.9
Prob of Phs Call (p_c) 1.00 1.00 0.56 1.00
Prob of Max Out (p_x) 0.00 0.05 0.05 0.00
Left-Turn Movement Data
Assigned Mvmt 3 5 1
Mvmt Sat Flow, veh/h 3183 1641 0
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 3647 0 5274
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 0 2569 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 5 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L (Prot)
Lanes in Grp 0 0 2 0 1 0 0 0
Grp Vol (v), veh/h 0 0 59 0 33 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1591 0 1641 0 0 0
Q Serve Time (g_s), s 0.0 0.0 1.3 0.0 1.8 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.3 0.0 1.8 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1591 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 56.9 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 669 0 41 0 0 0
V/C Ratio (X) 0.00 0.00 0.09 0.00 0.81 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 1029 0 182 0 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.92 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 28.6 0.0 44.4 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 27.5 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 28.7 0.0 71.9 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.5 0.0 0.7 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.5 0.0 1.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.04 0.00 0.06 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 2 0 0 0 3 0 0
Grp Vol (v), veh/h 0 866 0 0 0 570 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1702 0 0
Q Serve Time (g_s), s 0.0 18.3 0.0 0.0 0.0 4.2 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 18.3 0.0 0.0 0.0 4.2 0.0 0.0 Lane Grp Cap (c), veh/h 0 2495 0 0 0 3231 0 0
V/C Ratio (X) 0.00 0.35 0.00 0.00 0.00 0.18 0.00 0.00
Avail Cap (c_a), veh/h 0 2495 0 0 0 3231 0 0
Upstream Filter (I) 0.00 0.92 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 17.3 0.0 0.0 0.0 6.8 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 17.7 0.0 0.0 0.0 7.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 8.5 0.0 0.0 0.0 1.1 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 8.6 0.0 0.0 0.0 1.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.39 0.00 0.00 0.00 0.01 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment R R
Lanes in Grp 0 0 2 0 0 1 0 0
Grp Vol (v), veh/h 0 0 446 0 0 311 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1285 0 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 14.9 0.0 0.0 8.9 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 14.9 0.0 0.0 8.9 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 540 0 0 924 0 0
V/C Ratio (X) 0.00 0.00 0.83 0.00 0.00 0.34 0.00 0.00
Avail Cap (c_a), veh/h 0 0 831 0 0 924 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 34.0 0.0 0.0 7.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 4.1 0.0 0.0 1.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 38.1 0.0 0.0 8.7 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 4.2 0.0 0.0 2.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 4.6 0.0 0.0 2.3 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.28 0.00 0.00 0.47 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 18.8
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 312 0 19 0 0 0 0 553 130 0 308 0 Future Volume (veh/h) 312 0 19 0 0 0 0 553 130 0 308 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 0 1870 1723 0 1870 1723 Adj Flow Rate, veh/h 339 0 21 0 601 141 0 335 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 0 2 2 0 2 2
Opposing Right Turn Influence Yes No No
Cap, veh/h 448 0 206 0 2204 516 0 2741 1126
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 2.00 Prop Arrive On Green 0.14 0.00 0.14 0.00 1.00 1.00 0.00 1.00 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 39.8 0.0 33.9 0.0 0.5 0.5 0.0 0.1 0.0 Ln Grp LOS D C A A A
Approach Vol, veh/h 360 742 335
Approach Delay, s/veh 39.5 0.5 0.1
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 7.0
Phs Duration (G+Y+Rc), s 73.4 16.6 73.4
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green (Gmax), s 50.5 30.0 50.5
Max Allow Headway (MAH), s 4.1 4.1 4.0
Max Q Clear (g_c+l1), s 2.0 11.2 2.0
Green Ext Time (g_e), s 2.9 1.4 1.4
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 3183 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 2951 0 3647
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 669 1460 1460
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L
Lanes in Grp 0 0 0 2 0 0 0 0
Grp Vol (v), veh/h 0 0 0 339 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1591 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 9.2 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 9.2 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1591 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 69.4 0.0 0.0 0.0 69.4 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 448 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.76 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 1065 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 37.2 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 2.6 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 39.8 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 3.3 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 3.5 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.17 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 1 0 0 0 2 0 0
Grp Vol (v), veh/h 0 373 0 0 0 335 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1777 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 1371 0 0 0 2741 0 0
V/C Ratio (X) 0.00 0.27 0.00 0.00 0.00 0.12 0.00 0.00
Avail Cap (c_a), veh/h 0 1371 0 0 0 2741 0 0
Upstream Filter (I) 0.00 0.93 0.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.5 0.0 0.0 0.0 0.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R R
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 369 0 21 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1750 0 1460 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.38 0.00 1.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1350 0 206 0 1126 0 0
V/C Ratio (X) 0.00 0.27 0.00 0.10 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1350 0 488 0 1126 0 0
Upstream Filter (I) 0.00 0.93 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 33.7 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.2 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.5 0.0 33.9 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.4 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 10.1
HCM 7th LOS B

Page 1395 of 1543 ends

HCM 7th Roundabout AM 2026
3: SR 198 WB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Intersection Delay, s/veh 5.0
Intersection LOS A
Approach EB WB NB SB
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 425 428 0 219
Demand Flow Rate, veh/h 433 436 0 224
Vehicles Circulating, veh/h 367 124 325 367
Vehicles Exiting, veh/h 221 201 325 124
Ped Vol Crossing Leg, #/h 0 0 0 0
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 4.5 4.9 0.0 6.2
Approach LOS A A - A
Lane Left Bypass Left Bypass Left Left Bypass
Designated Moves LT R LT R LTR LT R
Assumed Moves LT LT LTR LT
RT Channelized Free Free Free
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 282 151 367 69 0 222 2
Cap Entry Lane, veh/h 949 1938 1216 1938 991 949 1938
Entry HV Adj Factor 0.982 0.980 0.980 0.980 1.000 0.980 0.980 Flow Entry, veh/h 277 148 360 68 0 217 2
Cap Entry, veh/h 932 1900 1192 1900 991 930 1900
V/C Ratio 0.297 0.078 0.302 0.036 0.000 0.234 0.001
Control Delay, s/veh 7.0 0.0 5.8 0.0 3.6 6.2 0.0

LOS A A A A A A A
95th %tile Queue, veh 1 0 1 0 0 1 0

Page 1396 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 84 2 85 0 0 0 0 321 27 126 146 0 Future Volume (veh/h) 84 2 85 0 0 0 0 321 27 126 146 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 0 1870 1723 1723 1870 0 Adj Flow Rate, veh/h 91 2 92 0 349 29 137 159 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Opposing Right Turn Influence Yes No Yes
Cap, veh/h 147 0 131 0 1399 116 538 605 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.09 0.09 0.09 0.00 0.82 0.80 0.82 0.82 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 43.7 0.0 46.5 0.0 0.0 2.2 2.4 0.0 0.0 Ln Grp LOS D D A A
Approach Vol, veh/h 183 378 296
Approach Delay, s/veh 45.1 2.2 2.4
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 8.0
Phs Duration (G+Y+Rc), s 77.9 12.1 77.9
Change Period (Y+Rc), s 5.5 4.1 5.5
Max Green (Gmax), s 56.5 23.9 56.5
Max Allow Headway (MAH), s 4.0 4.2 4.5
Max Q Clear (g_c+l1), s 6.2 7.5 7.7
Green Ext Time (g_e), s 1.4 0.5 1.3
Prob of Phs Call (p_c) 1.00 0.99 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 1641 584
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 1703 0 737
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 142 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

Page 1397 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L+T
Lanes in Grp 0 0 0 1 0 1 0 0
Grp Vol (v), veh/h 0 0 0 91 0 296 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1641 0 1321 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 4.8 0.0 1.6 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 4.8 0.0 5.7 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1641 0 1021 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 73.9 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 69.8 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 Time to First Blk (g_f), s 0.0 73.9 0.0 0.0 0.0 2.3 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.46 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 147 0 1143 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.62 0.00 0.26 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 438 0 1143 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 39.5 0.0 1.8 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 4.2 0.0 0.5 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 43.7 0.0 2.4 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 1.8 0.0 0.2 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 2.0 0.0 0.3 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.14 0.00 0.07 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment
Lanes in Grp 0 0 0 0 0 0 0 0
Grp Vol (v), veh/h 0 0 0 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Page 1398 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 0 1 0 0 0 0
Grp Vol (v), veh/h 0 378 0 92 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1845 0 1460 0 0 0 0
Q Serve Time (g_s), s 0.0 4.2 0.0 5.5 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 4.2 0.0 5.5 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.08 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1516 0 131 0 0 0 0
V/C Ratio (X) 0.00 0.25 0.00 0.70 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1516 0 389 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 1.8 0.0 39.8 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 6.7 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 2.2 0.0 46.5 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 1.8 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.4 0.0 2.1 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.04 0.00 0.15 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 11.4
HCM 7th LOS B

Page 1399 of 1543 ends

HCM 7th TWSC AM 2026
5: 13th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 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 0 205 36 22 316 0 40 0 14 0 0 0
Future Vol, veh/h 0 205 36 22 316 0 40 0 14 0 0 0
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 - - - - - - - - - - - -
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 223 39 24 343 0 43 0 15 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 343 0 0 262 0 0 634 634 242 614 653 343 Stage 1 - - - - - - 242 242 - 391 391 -
Stage 2 - - - - - - 391 391 - 223 262 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1216 - - 1302 - - 392 397 796 404 387 699 Stage 1 - - - - - - 761 705 - 633 607 -
Stage 2 - - - - - - 633 607 - 780 692 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1216 - - 1302 - - 383 388 796 387 378 699 Mov Cap-2 Maneuver - - - - - - 383 388 - 387 378 -
Stage 1 - - - - - - 761 705 - 619 593 -
Stage 2 - - - - - - 619 593 - 765 692 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.51 14.37 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 443 1216 - - 117 - - -
HCM Lane V/C Ratio 0.133 - - - 0.018 - - -
HCM Control Delay (s/veh) 14.4 0 - - 7.8 0 - 0
HCM Lane LOS B A - - A A - A
HCM 95th %tile Q(veh) 0.5 0 - - 0.1 - - -

Page 1400 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 132 197 49 29 189 208 82 345 33 101 183 54 Future Volume (veh/h) 132 197 49 29 189 208 82 345 33 101 183 54 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 143 214 53 32 205 226 89 375 36 110 199 59 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 199 294 229 265 369 288 135 1797 172 459 1147 331 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Prop Arrive On Green 0.12 0.16 0.16 0.16 0.20 0.20 0.16 1.00 1.00 0.84 0.84 0.81 Unsig. Movement Delay
Ln Grp Delay, s/veh 43.6 39.6 19.6 32.5 33.9 41.2 41.1 0.4 0.4 5.5 4.7 5.1 Ln Grp LOS D D B C C D D A A A A A
Approach Vol, veh/h 410 463 500 368
Approach Delay, s/veh 38.4 37.4 7.7 5.1
Approach LOS D D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 3 5 6 7 8
Case No 4.0 3.0 2.0 2.0 6.3 2.0 3.0
Phs Duration (G+Y+Rc), s 53.3 18.1 18.5 11.4 41.9 14.9 21.7 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 5.5 5.5 5.5
Max Green (Gmax), s 37.1 31.6 4.8 8.5 23.1 13.5 22.9
Max Allow Headway (MAH), s 4.0 4.1 4.1 4.1 4.5 4.1 4.2
Max Q Clear (g_c+l1), s 2.0 11.8 3.5 6.6 4.3 9.6 15.2
Green Ext Time (g_e), s 1.4 0.8 0.0 0.0 1.4 0.1 1.0
Prob of Phs Call (p_c) 1.00 1.00 0.55 0.89 1.00 0.97 1.00 Prob of Max Out (p_x) 0.00 0.00 1.00 1.00 0.00 1.00 0.22 Left-Turn Movement Data
Assigned Mvmt 3 5 1 7
Mvmt Sat Flow, veh/h 1641 1641 898 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 3278 1870 2721 1870
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 313 1460 785 1460
Left Lane Group Data
Assigned Mvmt 0 0 0 3 5 1 7 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L (Prot) L (Prot) L L (Prot)
Lanes in Grp 0 0 0 1 1 1 1 0
Grp Vol (v), veh/h 0 0 0 32 89 110 143 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1641 1641 898 1641 0
Q Serve Time (g_s), s 0.0 0.0 0.0 1.5 4.6 2.3 7.6 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 1.5 4.6 2.3 7.6 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 898 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 37.9 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 37.9 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 265 135 459 199 0
V/C Ratio (X) 0.00 0.00 0.00 0.12 0.66 0.24 0.72 0.00
Avail Cap (c_a), veh/h 0 0 0 265 182 459 273 0
Upstream Filter (I) 0.00 0.00 0.00 0.99 0.86 1.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 32.3 36.4 4.3 38.1 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.2 4.7 1.2 5.6 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 32.5 41.1 5.5 43.6 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.6 1.6 0.3 2.8 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.6 1.8 0.5 3.1 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.29 0.23 0.06 0.53 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 4 0 0 6 0 8
Lane Assignment T T T T
Lanes in Grp 0 1 1 0 0 1 0 1
Grp Vol (v), veh/h 0 202 214 0 0 128 0 205
Grp Sat Flow (s), veh/h/ln 0 1777 1870 0 0 1777 0 1870
Q Serve Time (g_s), s 0.0 0.0 9.8 0.0 0.0 1.2 0.0 8.9
Cycle Q Clear Time (g_c), s 0.0 0.0 9.8 0.0 0.0 1.2 0.0 8.9 Lane Grp Cap (c), veh/h 0 974 294 0 0 749 0 369
V/C Ratio (X) 0.00 0.21 0.73 0.00 0.00 0.17 0.00 0.56
Avail Cap (c_a), veh/h 0 974 688 0 0 749 0 507
Upstream Filter (I) 0.00 0.86 1.00 0.00 0.00 1.00 0.00 0.99 Uniform Delay (d1), s/veh 0.0 0.0 36.1 0.0 0.0 4.2 0.0 32.6 Incr Delay (d2), s/veh 0.0 0.4 3.5 0.0 0.0 0.5 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 Control Delay (d), s/veh 0.0 0.4 39.6 0.0 0.0 4.7 0.0 33.9 1st-Term Q (Q1), veh/ln 0.0 0.0 4.1 0.0 0.0 0.4 0.0 3.7

Page 1402 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.3 0.0 0.0 0.1 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.1 4.4 0.0 0.0 0.5 0.0 3.8 %ile Storage Ratio (RQ%) 0.00 0.00 0.02 0.00 0.00 0.01 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 14 0 0 16 0 18
Lane Assignment T+R R T+R R
Lanes in Grp 0 1 1 0 0 1 0 1
Grp Vol (v), veh/h 0 209 53 0 0 130 0 226
Grp Sat Flow (s), veh/h/ln 0 1814 1460 0 0 1729 0 1460
Q Serve Time (g_s), s 0.0 0.0 2.2 0.0 0.0 1.4 0.0 13.2
Cycle Q Clear Time (g_c), s 0.0 0.0 2.2 0.0 0.0 1.4 0.0 13.2 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.17 1.00 0.00 0.00 0.45 0.00 1.00 Lane Grp Cap (c), veh/h 0 994 229 0 0 729 0 288
V/C Ratio (X) 0.00 0.21 0.23 0.00 0.00 0.18 0.00 0.79
Avail Cap (c_a), veh/h 0 994 537 0 0 729 0 396
Upstream Filter (I) 0.00 0.86 1.00 0.00 0.00 1.00 0.00 0.99 Uniform Delay (d1), s/veh 0.0 0.0 19.0 0.0 0.0 4.6 0.0 34.3 Incr Delay (d2), s/veh 0.0 0.4 0.5 0.0 0.0 0.5 0.0 6.9
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.4 19.6 0.0 0.0 5.1 0.0 41.2 1st-Term Q (Q1), veh/ln 0.0 0.0 0.9 0.0 0.0 0.4 0.0 4.3 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.6 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.1 1.0 0.0 0.0 0.5 0.0 4.8 %ile Storage Ratio (RQ%) 0.00 0.00 0.24 0.00 0.00 0.01 0.00 2.46 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 22.3
HCM 7th LOS C

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 187 204 63 83 125 71 37 297 90 50 226 93 Future Volume (veh/h) 187 204 63 83 125 71 37 297 90 50 226 93 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 203 222 68 90 136 77 40 323 98 54 246 101 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 723 1210 944 681 725 411 226 494 386 178 494 386 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 Prop Arrive On Green 0.65 0.65 0.65 0.65 0.65 0.63 0.26 0.26 0.26 0.26 0.26 0.26 Unsig. Movement Delay
Ln Grp Delay, s/veh 9.9 6.7 6.0 8.3 0.0 6.9 34.1 30.9 26.5 38.8 28.8 26.5 Ln Grp LOS A A A A A C C C D C C
Approach Vol, veh/h 493 303 461 401
Approach Delay, s/veh 7.9 7.3 30.2 29.6
Approach LOS A A C C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Case No 5.0 5.0 5.0 6.0
Phs Duration (G+Y+Rc), s 27.8 62.2 27.8 62.2
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green (Gmax), s 34.5 44.5 34.5 44.5
Max Allow Headway (MAH), s 4.2 4.4 4.3 4.4
Max Q Clear (g_c+l1), s 15.8 14.9 21.0 9.8
Green Ext Time (g_e), s 1.6 2.1 1.3 1.3
Prob of Phs Call (p_c) 1.00 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.02 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1 3
Mvmt Sat Flow, veh/h 952 1076 890 1003
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 1870 1870 1870 1121
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1460 1460 1460 635
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 3

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L L L
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 40 0 203 0 54 0 90
Grp Sat Flow (s), veh/h/ln 0 952 0 1076 0 890 0 1003
Q Serve Time (g_s), s 0.0 3.3 0.0 8.4 0.0 5.2 0.0 3.6
Cycle Q Clear Time (g_c), s 0.0 13.4 0.0 12.9 0.0 19.0 0.0 7.8 Perm LT Sat Flow (s_l), veh/h/ln 0 952 0 1076 0 890 0 1003 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 23.8 0.0 58.2 0.0 23.8 0.0 58.2 Perm LT Serve Time (g_u), s 0.0 13.8 0.0 53.8 0.0 10.0 0.0 53.9 Perm LT Q Serve Time (g_ps), s 0.0 3.3 0.0 8.4 0.0 5.2 0.0 3.6 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 226 0 723 0 178 0 681
V/C Ratio (X) 0.00 0.18 0.00 0.28 0.00 0.30 0.00 0.13
Avail Cap (c_a), veh/h 0 355 0 723 0 299 0 681
Upstream Filter (I) 0.00 1.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 33.7 0.0 9.0 0.0 37.9 0.0 7.9 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.9 0.0 0.9 0.0 0.4
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 34.1 0.0 9.9 0.0 38.8 0.0 8.3 1st-Term Q (Q1), veh/ln 0.0 0.7 0.0 1.5 0.0 1.0 0.0 0.6 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.7 0.0 1.7 0.0 1.1 0.0 0.7 %ile Storage Ratio (RQ%) 0.00 0.17 0.00 0.43 0.00 0.40 0.00 0.17 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 323 0 222 0 246 0 0
Grp Sat Flow (s), veh/h/ln 0 1870 0 1870 0 1870 0 0
Q Serve Time (g_s), s 0.0 13.8 0.0 4.3 0.0 10.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 13.8 0.0 4.3 0.0 10.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 494 0 1210 0 494 0 0
V/C Ratio (X) 0.00 0.65 0.00 0.18 0.00 0.50 0.00 0.00
Avail Cap (c_a), veh/h 0 748 0 1210 0 748 0 0
Upstream Filter (I) 0.00 1.00 0.00 0.94 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 29.4 0.0 6.4 0.0 28.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.5 0.0 0.3 0.0 0.8 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 30.9 0.0 6.7 0.0 28.8 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 5.6 0.0 1.2 0.0 4.1 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.1 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 5.8 0.0 1.3 0.0 4.2 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.08 0.00 0.01 0.00 0.04 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment R R R T+R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 98 0 68 0 101 0 213
Grp Sat Flow (s), veh/h/ln 0 1460 0 1460 0 1460 0 1756
Q Serve Time (g_s), s 0.0 4.8 0.0 1.6 0.0 4.9 0.0 4.5
Cycle Q Clear Time (g_c), s 0.0 4.8 0.0 1.6 0.0 4.9 0.0 4.5 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.36 Lane Grp Cap (c), veh/h 0 386 0 944 0 386 0 1136
V/C Ratio (X) 0.00 0.25 0.00 0.07 0.00 0.26 0.00 0.19
Avail Cap (c_a), veh/h 0 584 0 944 0 584 0 1136
Upstream Filter (I) 0.00 1.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 26.1 0.0 5.9 0.0 26.2 0.0 6.5 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.1 0.0 0.4 0.0 0.4
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 26.5 0.0 6.0 0.0 26.5 0.0 6.9 1st-Term Q (Q1), veh/ln 0.0 1.5 0.0 0.3 0.0 1.6 0.0 1.2 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.6 0.0 0.4 0.0 1.6 0.0 1.3 %ile Storage Ratio (RQ%) 0.00 0.39 0.00 0.19 0.00 0.20 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 19.3
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 19 232 105 6 97 127
Future Volume (veh/h) 19 232 105 6 97 127
Number 3 18 2 12 1 6
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1723 1870 1723 1723 1870
Adj Flow Rate, veh/h 21 252 114 7 105 138
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes
Cap, veh/h 329 293 1239 76 888 1329
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Prop Arrive On Green 0.20 0.20 0.71 0.71 1.00 1.00
Unsig. Movement Delay
Ln Grp Delay, s/veh 29.2 42.1 0.0 4.2 0.3 0.2
Ln Grp LOS C D A A A
Approach Vol, veh/h 273 121 243
Approach Delay, s/veh 41.1 4.2 0.2
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 6
Case No 8.0 9.0 6.0
Phs Duration (G+Y+Rc), s 67.9 22.1 67.9
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green (Gmax), s 37.0 45.0 37.0
Max Allow Headway (MAH), s 4.0 4.3 4.2
Max Q Clear (g_c+l1), s 3.8 17.0 4.1
Green Ext Time (g_e), s 0.4 1.1 0.9
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 3 1
Mvmt Sat Flow, veh/h 0 1641 1170
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 1744 0 1870
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 107 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 3 0 0 1 0 0

Page 1407 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L
Lanes in Grp 0 0 1 0 0 1 0 0
Grp Vol (v), veh/h 0 0 21 0 0 105 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 0 1170 0 0
Q Serve Time (g_s), s 0.0 0.0 0.9 0.0 0.0 0.3 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.9 0.0 0.0 2.1 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1641 0 0 1170 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 63.9 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 62.1 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 Time to First Blk (g_f), s 0.0 63.9 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 329 0 0 888 0 0
V/C Ratio (X) 0.00 0.00 0.06 0.00 0.00 0.12 0.00 0.00
Avail Cap (c_a), veh/h 0 0 820 0 0 888 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 29.1 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.3 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 29.2 0.0 0.0 0.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.06 0.00 0.00 0.01 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 138 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1870 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 1329 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1329 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 1 0 0 0 0 0
Grp Vol (v), veh/h 0 121 252 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1851 1460 0 0 0 0 0
Q Serve Time (g_s), s 0.0 1.8 15.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 1.8 15.0 0.0 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.06 1.00 0.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1315 293 0 0 0 0 0
V/C Ratio (X) 0.00 0.09 0.86 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1315 730 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 4.0 34.8 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 7.3 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 4.2 42.1 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.4 4.9 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.6 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.5 5.5 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 18.5
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 61 0 410 30 831 0 0 536 286 Future Volume (veh/h) 0 0 0 61 0 410 30 831 0 0 536 286 Number 3 8 18 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 1723 1870 0 0 1870 1723 Adj Flow Rate, veh/h 66 0 446 33 903 0 0 583 311
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Opposing Right Turn Influence Yes Yes No
Cap, veh/h 669 0 540 41 2494 0 0 3229 923
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.21 0.00 0.21 0.05 1.00 0.00 0.00 0.63 0.63 Unsig. Movement Delay
Ln Grp Delay, s/veh 28.7 0.0 38.0 70.1 0.4 0.0 0.0 7.0 8.7 Ln Grp LOS C D E A A A
Approach Vol, veh/h 512 936 894
Approach Delay, s/veh 36.8 2.8 7.6
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 5 6
Case No 4.0 9.0 2.0 7.0
Phs Duration (G+Y+Rc), s 67.2 22.8 6.2 60.9
Change Period (Y+Rc), s 5.5 4.0 4.0 5.5
Max Green (Gmax), s 51.5 29.0 10.0 37.5
Max Allow Headway (MAH), s 4.0 4.3 4.1 4.1
Max Q Clear (g_c+l1), s 2.0 16.9 3.8 11.0
Green Ext Time (g_e), s 4.3 1.9 0.0 4.0
Prob of Phs Call (p_c) 1.00 1.00 0.56 1.00
Prob of Max Out (p_x) 0.00 0.05 0.05 0.00
Left-Turn Movement Data
Assigned Mvmt 3 5 1
Mvmt Sat Flow, veh/h 3183 1641 0
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 3647 0 5274
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 0 2569 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 5 1 0 0

Page 1411 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L (Prot)
Lanes in Grp 0 0 2 0 1 0 0 0
Grp Vol (v), veh/h 0 0 66 0 33 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1591 0 1641 0 0 0
Q Serve Time (g_s), s 0.0 0.0 1.5 0.0 1.8 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.5 0.0 1.8 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1591 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 56.9 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 669 0 41 0 0 0
V/C Ratio (X) 0.00 0.00 0.10 0.00 0.81 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 1029 0 182 0 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.92 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 28.7 0.0 42.5 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 27.5 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 28.7 0.0 70.1 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.5 0.0 0.7 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.5 0.0 1.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.05 0.00 0.06 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 2 0 0 0 3 0 0
Grp Vol (v), veh/h 0 903 0 0 0 583 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1702 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 4.3 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 4.3 0.0 0.0 Lane Grp Cap (c), veh/h 0 2494 0 0 0 3229 0 0
V/C Ratio (X) 0.00 0.36 0.00 0.00 0.00 0.18 0.00 0.00
Avail Cap (c_a), veh/h 0 2494 0 0 0 3229 0 0
Upstream Filter (I) 0.00 0.92 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 6.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.4 0.0 0.0 0.0 7.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 1.1 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.1 0.0 0.0 0.0 1.2 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment R R
Lanes in Grp 0 0 2 0 0 1 0 0
Grp Vol (v), veh/h 0 0 446 0 0 311 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1285 0 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 14.9 0.0 0.0 9.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 14.9 0.0 0.0 9.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 540 0 0 923 0 0
V/C Ratio (X) 0.00 0.00 0.83 0.00 0.00 0.34 0.00 0.00
Avail Cap (c_a), veh/h 0 0 831 0 0 923 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 34.0 0.0 0.0 7.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 4.1 0.0 0.0 1.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 38.0 0.0 0.0 8.7 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 4.2 0.0 0.0 2.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 4.6 0.0 0.0 2.3 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.28 0.00 0.00 0.47 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 12.1
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 312 0 19 0 0 0 0 587 151 0 327 0 Future Volume (veh/h) 312 0 19 0 0 0 0 587 151 0 327 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 0 1870 1723 0 1870 1723 Adj Flow Rate, veh/h 339 0 21 0 638 164 0 355 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 0 2 2 0 2 2
Opposing Right Turn Influence Yes No No
Cap, veh/h 448 0 205 0 2160 554 0 2742 1126
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 2.00 Prop Arrive On Green 0.14 0.00 0.14 0.00 1.00 1.00 0.00 1.00 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 39.8 0.0 33.9 0.0 0.5 0.5 0.0 0.1 0.0 Ln Grp LOS D C A A A
Approach Vol, veh/h 360 802 355
Approach Delay, s/veh 39.5 0.5 0.1
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 7.0
Phs Duration (G+Y+Rc), s 73.4 16.6 73.4
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green (Gmax), s 51.5 29.0 51.5
Max Allow Headway (MAH), s 4.1 4.1 4.0
Max Q Clear (g_c+l1), s 2.0 11.2 2.0
Green Ext Time (g_e), s 3.2 1.3 1.5
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 3183 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 2893 0 3647
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 719 1460 1460
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L
Lanes in Grp 0 0 0 2 0 0 0 0
Grp Vol (v), veh/h 0 0 0 339 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1591 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 9.2 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 9.2 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1591 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 69.4 0.0 0.0 0.0 69.4 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 448 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.76 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 1029 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 37.2 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 2.6 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 39.8 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 3.3 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 3.5 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.17 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 1 0 0 0 2 0 0
Grp Vol (v), veh/h 0 405 0 0 0 355 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1777 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 1371 0 0 0 2742 0 0
V/C Ratio (X) 0.00 0.30 0.00 0.00 0.00 0.13 0.00 0.00
Avail Cap (c_a), veh/h 0 1371 0 0 0 2742 0 0
Upstream Filter (I) 0.00 0.91 0.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.5 0.0 0.0 0.0 0.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R R
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 397 0 21 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1741 0 1460 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.41 0.00 1.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1343 0 205 0 1126 0 0
V/C Ratio (X) 0.00 0.30 0.00 0.10 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1343 0 472 0 1126 0 0
Upstream Filter (I) 0.00 0.91 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 33.7 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.2 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.5 0.0 33.9 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.4 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 9.7
HCM 7th LOS A

Page 1416 of 1543 ends

HCM 7th Roundabout AM 2026+Project
3: SR 198 WB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Intersection Delay, s/veh 5.3
Intersection LOS A
Approach EB WB NB SB
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 429 466 0 219
Demand Flow Rate, veh/h 437 475 0 224
Vehicles Circulating, veh/h 396 124 329 406
Vehicles Exiting, veh/h 231 205 354 124
Ped Vol Crossing Leg, #/h 0 0 0 0
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 4.8 5.3 0.0 6.5
Approach LOS A A - A
Lane Left Bypass Left Bypass Left Left Bypass
Designated Moves LT R LT R LTR LT R
Assumed Moves LT LT LTR LT
RT Channelized Free Free Free
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 286 151 406 69 0 222 2
Cap Entry Lane, veh/h 921 1938 1216 1938 987 912 1938
Entry HV Adj Factor 0.982 0.980 0.981 0.980 1.000 0.980 0.980 Flow Entry, veh/h 281 148 398 68 0 217 2
Cap Entry, veh/h 905 1900 1193 1900 987 893 1900
V/C Ratio 0.310 0.078 0.334 0.036 0.000 0.243 0.001
Control Delay, s/veh 7.3 0.0 6.2 0.0 3.6 6.5 0.0

LOS A A A A A A A
95th %tile Queue, veh 1 0 1 0 0 1 0

Page 1417 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 84 5 85 0 0 0 0 321 37 126 146 0 Future Volume (veh/h) 84 5 85 0 0 0 0 321 37 126 146 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 0 1870 1723 1723 1870 0 Adj Flow Rate, veh/h 91 5 92 0 349 40 137 159 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Opposing Right Turn Influence Yes No Yes
Cap, veh/h 147 0 131 0 1353 155 534 600 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.09 0.09 0.09 0.00 0.82 0.80 0.82 0.82 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 43.7 0.0 46.5 0.0 0.0 2.3 2.4 0.0 0.0 Ln Grp LOS D D A A
Approach Vol, veh/h 183 389 296
Approach Delay, s/veh 45.1 2.3 2.4
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 8.0
Phs Duration (G+Y+Rc), s 77.9 12.1 77.9
Change Period (Y+Rc), s 5.5 4.1 5.5
Max Green (Gmax), s 56.5 23.9 56.5
Max Allow Headway (MAH), s 4.0 4.2 4.5
Max Q Clear (g_c+l1), s 6.4 7.5 8.0
Green Ext Time (g_e), s 1.4 0.5 1.4
Prob of Phs Call (p_c) 1.00 0.99 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 1641 579
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 1648 0 731
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 189 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

Page 1418 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L+T
Lanes in Grp 0 0 0 1 0 1 0 0
Grp Vol (v), veh/h 0 0 0 91 0 296 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1641 0 1309 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 4.8 0.0 1.6 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 4.8 0.0 6.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1641 0 1010 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 73.9 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 69.6 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 Time to First Blk (g_f), s 0.0 73.9 0.0 0.0 0.0 2.3 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.46 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 147 0 1134 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.62 0.00 0.26 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 438 0 1134 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 39.5 0.0 1.8 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 4.2 0.0 0.6 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 43.7 0.0 2.4 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 1.8 0.0 0.2 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 2.0 0.0 0.3 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.14 0.00 0.07 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment
Lanes in Grp 0 0 0 0 0 0 0 0
Grp Vol (v), veh/h 0 0 0 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Page 1419 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 0 1 0 0 0 0
Grp Vol (v), veh/h 0 389 0 92 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1836 0 1460 0 0 0 0
Q Serve Time (g_s), s 0.0 4.4 0.0 5.5 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 4.4 0.0 5.5 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.10 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1509 0 131 0 0 0 0
V/C Ratio (X) 0.00 0.26 0.00 0.70 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1509 0 389 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 1.8 0.0 39.8 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.0 6.7 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 2.3 0.0 46.5 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 1.8 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.4 0.0 2.1 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.04 0.00 0.15 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 11.3
HCM 7th LOS B

Page 1420 of 1543 ends

HCM 7th TWSC AM 2026+Project
5: 13th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 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 0 218 36 22 350 0 40 0 14 0 0 0
Future Vol, veh/h 0 218 36 22 350 0 40 0 14 0 0 0
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 - - - - - - - - - - - -
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 237 39 24 380 0 43 0 15 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 380 0 0 276 0 0 685 685 257 665 704 380 Stage 1 - - - - - - 257 257 - 428 428 -
Stage 2 - - - - - - 428 428 - 237 276 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1178 - - 1287 - - 362 371 782 373 361 667 Stage 1 - - - - - - 748 695 - 605 584 -
Stage 2 - - - - - - 605 584 - 766 682 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1178 - - 1287 - - 354 362 782 358 353 667 Mov Cap-2 Maneuver - - - - - - 354 362 - 358 353 -
Stage 1 - - - - - - 748 695 - 590 571 -
Stage 2 - - - - - - 590 571 - 751 682 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.46 15.18 0

HCM LOS C A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 412 1178 - - 106 - - -
HCM Lane V/C Ratio 0.142 - - - 0.019 - - -
HCM Control Delay (s/veh) 15.2 0 - - 7.9 0 - 0
HCM Lane LOS C A - - A A - A
HCM 95th %tile Q(veh) 0.5 0 - - 0.1 - - -

Page 1421 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 188 261 65 29 211 209 88 345 33 101 183 73 Future Volume (veh/h) 188 261 65 29 211 209 88 345 33 101 183 73 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 204 284 71 32 229 227 96 375 36 110 199 79 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 261 592 462 67 371 290 147 1668 159 417 941 361 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Prop Arrive On Green 0.16 0.32 0.32 0.04 0.20 0.20 0.03 0.17 0.16 0.75 0.75 0.72 Unsig. Movement Delay
Ln Grp Delay, s/veh 46.6 25.4 22.2 47.2 34.6 41.1 48.9 22.6 22.6 9.0 8.0 8.7 Ln Grp LOS D C C D C D D C C A A A
Approach Vol, veh/h 559 488 507 388
Approach Delay, s/veh 32.7 38.5 27.6 8.5
Approach LOS C D C A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 3 4 5 6 7 8
Case No 4.0 2.0 3.0 2.0 6.3 2.0 3.0
Phs Duration (G+Y+Rc), s 49.8 7.7 32.5 12.1 37.7 18.3 21.9 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 5.5 5.5 5.5
Max Green (Gmax), s 35.1 4.8 33.6 7.5 22.1 15.5 22.9
Max Allow Headway (MAH), s 4.0 4.1 4.1 4.1 4.5 4.1 4.2
Max Q Clear (g_c+l1), s 11.0 3.7 13.0 7.2 5.7 12.7 15.3 Green Ext Time (g_e), s 1.4 0.0 1.2 0.0 1.5 0.2 1.1
Prob of Phs Call (p_c) 1.00 0.55 1.00 0.91 1.00 0.99 1.00 Prob of Max Out (p_x) 0.00 1.00 0.00 1.00 0.01 1.00 0.24 Left-Turn Movement Data
Assigned Mvmt 3 5 1 7
Mvmt Sat Flow, veh/h 1641 1641 898 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 3278 1870 2511 1870
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 313 1460 963 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 5 1 7 0

Page 1422 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L (Prot) L (Prot) L L (Prot)
Lanes in Grp 0 0 1 0 1 1 1 0
Grp Vol (v), veh/h 0 0 32 0 96 110 204 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 1641 898 1641 0
Q Serve Time (g_s), s 0.0 0.0 1.7 0.0 5.2 3.7 10.7 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.7 0.0 5.2 3.7 10.7 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 898 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 33.7 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 33.7 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 3.7 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 Lane Grp Cap (c), veh/h 0 0 67 0 147 417 261 0
V/C Ratio (X) 0.00 0.00 0.47 0.00 0.65 0.26 0.78 0.00
Avail Cap (c_a), veh/h 0 0 115 0 164 417 310 0
Upstream Filter (I) 0.00 0.00 0.99 0.00 0.86 1.00 1.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 42.2 0.0 42.3 7.5 36.3 0.0 Incr Delay (d2), s/veh 0.0 0.0 5.0 0.0 6.6 1.5 10.3 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 47.2 0.0 48.9 9.0 46.6 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.7 0.0 2.0 0.5 4.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.1 0.0 0.3 0.2 0.7 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.7 0.0 2.3 0.7 4.7 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.38 0.00 0.29 0.09 0.80 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T T
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 202 0 284 0 139 0 229
Grp Sat Flow (s), veh/h/ln 0 1777 0 1870 0 1777 0 1870
Q Serve Time (g_s), s 0.0 8.9 0.0 11.0 0.0 2.1 0.0 10.1 Cycle Q Clear Time (g_c), s 0.0 8.9 0.0 11.0 0.0 2.1 0.0 10.1 Lane Grp Cap (c), veh/h 0 904 0 592 0 666 0 371
V/C Ratio (X) 0.00 0.22 0.00 0.48 0.00 0.21 0.00 0.62
Avail Cap (c_a), veh/h 0 904 0 729 0 666 0 507
Upstream Filter (I) 0.00 0.86 0.00 1.00 0.00 1.00 0.00 0.99 Uniform Delay (d1), s/veh 0.0 22.1 0.0 24.8 0.0 7.3 0.0 33.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.6 0.0 0.7 0.0 1.7
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 22.6 0.0 25.4 0.0 8.0 0.0 34.6 1st-Term Q (Q1), veh/ln 0.0 3.5 0.0 4.4 0.0 0.7 0.0 4.2

Page 1423 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.2 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 3.6 0.0 4.5 0.0 0.8 0.0 4.3 %ile Storage Ratio (RQ%) 0.00 0.03 0.00 0.02 0.00 0.01 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment T+R R T+R R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 209 0 71 0 139 0 227
Grp Sat Flow (s), veh/h/ln 0 1814 0 1460 0 1697 0 1460
Q Serve Time (g_s), s 0.0 9.0 0.0 3.1 0.0 2.4 0.0 13.3
Cycle Q Clear Time (g_c), s 0.0 9.0 0.0 3.1 0.0 2.4 0.0 13.3 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.17 0.00 1.00 0.00 0.57 0.00 1.00 Lane Grp Cap (c), veh/h 0 923 0 462 0 636 0 290
V/C Ratio (X) 0.00 0.23 0.00 0.15 0.00 0.22 0.00 0.78
Avail Cap (c_a), veh/h 0 923 0 569 0 636 0 396
Upstream Filter (I) 0.00 0.86 0.00 1.00 0.00 1.00 0.00 0.99 Uniform Delay (d1), s/veh 0.0 22.1 0.0 22.1 0.0 7.9 0.0 34.2 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.2 0.0 0.8 0.0 6.9
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 22.6 0.0 22.2 0.0 8.7 0.0 41.1 1st-Term Q (Q1), veh/ln 0.0 3.6 0.0 1.0 0.0 0.7 0.0 4.3 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.6 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 3.8 0.0 1.0 0.0 0.9 0.0 4.9 %ile Storage Ratio (RQ%) 0.00 0.03 0.00 0.25 0.00 0.01 0.00 2.47 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 28.0
HCM 7th LOS C

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 229 72 83 133 71 40 297 90 50 226 104 Future Volume (veh/h) 217 229 72 83 133 71 40 297 90 50 226 104 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 236 249 78 90 145 77 43 323 98 54 246 113 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 716 1211 945 655 744 395 224 494 385 178 494 385 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 Prop Arrive On Green 0.65 0.65 0.65 0.65 0.65 0.63 0.26 0.26 0.26 0.26 0.26 0.26 Unsig. Movement Delay
Ln Grp Delay, s/veh 10.6 6.8 6.1 8.7 0.0 6.9 34.3 31.0 26.5 38.9 28.9 26.8 Ln Grp LOS B A A A A C C C D C C
Approach Vol, veh/h 563 312 464 413
Approach Delay, s/veh 8.3 7.4 30.3 29.6
Approach LOS A A C C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Case No 5.0 5.0 5.0 6.0
Phs Duration (G+Y+Rc), s 27.7 62.3 27.7 62.3
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green (Gmax), s 32.5 46.5 32.5 46.5
Max Allow Headway (MAH), s 4.2 4.4 4.3 4.4
Max Q Clear (g_c+l1), s 15.8 17.0 21.0 10.6
Green Ext Time (g_e), s 1.6 2.4 1.2 1.3
Prob of Phs Call (p_c) 1.00 1.00 1.00 1.00
Prob of Max Out (p_x) 0.01 0.00 0.05 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1 3
Mvmt Sat Flow, veh/h 942 1067 890 970
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 1870 1870 1870 1150
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1460 1460 1460 611
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 3

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L L L
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 43 0 236 0 54 0 90
Grp Sat Flow (s), veh/h/ln 0 942 0 1067 0 890 0 970
Q Serve Time (g_s), s 0.0 3.6 0.0 10.3 0.0 5.2 0.0 3.7
Cycle Q Clear Time (g_c), s 0.0 13.7 0.0 15.0 0.0 19.0 0.0 8.6 Perm LT Sat Flow (s_l), veh/h/ln 0 942 0 1067 0 890 0 970 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 23.7 0.0 58.3 0.0 23.7 0.0 58.3 Perm LT Serve Time (g_u), s 0.0 13.7 0.0 53.6 0.0 9.9 0.0 53.4 Perm LT Q Serve Time (g_ps), s 0.0 3.6 0.0 10.3 0.0 5.2 0.0 3.7 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 224 0 716 0 178 0 655
V/C Ratio (X) 0.00 0.19 0.00 0.33 0.00 0.30 0.00 0.14
Avail Cap (c_a), veh/h 0 331 0 716 0 279 0 655
Upstream Filter (I) 0.00 1.00 0.00 0.91 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 33.9 0.0 9.5 0.0 37.9 0.0 8.2 Incr Delay (d2), s/veh 0.0 0.4 0.0 1.1 0.0 0.9 0.0 0.4
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 34.3 0.0 10.6 0.0 38.9 0.0 8.7 1st-Term Q (Q1), veh/ln 0.0 0.8 0.0 1.8 0.0 1.0 0.0 0.6 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.8 0.0 2.1 0.0 1.1 0.0 0.7 %ile Storage Ratio (RQ%) 0.00 0.18 0.00 0.53 0.00 0.40 0.00 0.18 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 323 0 249 0 246 0 0
Grp Sat Flow (s), veh/h/ln 0 1870 0 1870 0 1870 0 0
Q Serve Time (g_s), s 0.0 13.8 0.0 4.9 0.0 10.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 13.8 0.0 4.9 0.0 10.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 494 0 1211 0 494 0 0
V/C Ratio (X) 0.00 0.65 0.00 0.21 0.00 0.50 0.00 0.00
Avail Cap (c_a), veh/h 0 707 0 1211 0 707 0 0
Upstream Filter (I) 0.00 1.00 0.00 0.91 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 29.5 0.0 6.5 0.0 28.1 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.5 0.0 0.4 0.0 0.8 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 31.0 0.0 6.8 0.0 28.9 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 5.6 0.0 1.4 0.0 4.1 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.1 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 5.8 0.0 1.5 0.0 4.2 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.08 0.00 0.01 0.00 0.04 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment R R R T+R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 98 0 78 0 113 0 222
Grp Sat Flow (s), veh/h/ln 0 1460 0 1460 0 1460 0 1760
Q Serve Time (g_s), s 0.0 4.8 0.0 1.8 0.0 5.6 0.0 4.7
Cycle Q Clear Time (g_c), s 0.0 4.8 0.0 1.8 0.0 5.6 0.0 4.7 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.35 Lane Grp Cap (c), veh/h 0 385 0 945 0 385 0 1139
V/C Ratio (X) 0.00 0.25 0.00 0.08 0.00 0.29 0.00 0.19
Avail Cap (c_a), veh/h 0 552 0 945 0 552 0 1139
Upstream Filter (I) 0.00 1.00 0.00 0.91 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 26.1 0.0 5.9 0.0 26.4 0.0 6.5 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.2 0.0 0.4 0.0 0.4
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 26.5 0.0 6.1 0.0 26.8 0.0 6.9 1st-Term Q (Q1), veh/ln 0.0 1.5 0.0 0.4 0.0 1.8 0.0 1.2 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.6 0.0 0.4 0.0 1.8 0.0 1.4 %ile Storage Ratio (RQ%) 0.00 0.39 0.00 0.22 0.00 0.23 0.00 0.01 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 19.0
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 19 232 105 6 97 127
Future Volume (veh/h) 19 232 105 6 97 127
Number 3 18 2 12 1 6
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1723 1870 1723 1723 1870
Adj Flow Rate, veh/h 21 252 114 7 105 138
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes
Cap, veh/h 329 293 1239 76 888 1329
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Prop Arrive On Green 0.20 0.20 0.71 0.71 1.00 1.00
Unsig. Movement Delay
Ln Grp Delay, s/veh 29.2 42.1 0.0 4.2 0.3 0.2
Ln Grp LOS C D A A A
Approach Vol, veh/h 273 121 243
Approach Delay, s/veh 41.1 4.2 0.2
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 6
Case No 8.0 9.0 6.0
Phs Duration (G+Y+Rc), s 67.9 22.1 67.9
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green (Gmax), s 37.0 45.0 37.0
Max Allow Headway (MAH), s 4.0 4.3 4.2
Max Q Clear (g_c+l1), s 3.8 17.0 4.1
Green Ext Time (g_e), s 0.4 1.1 0.9
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 3 1
Mvmt Sat Flow, veh/h 0 1641 1170
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 1744 0 1870
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 107 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 3 0 0 1 0 0

Page 1428 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L
Lanes in Grp 0 0 1 0 0 1 0 0
Grp Vol (v), veh/h 0 0 21 0 0 105 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 0 1170 0 0
Q Serve Time (g_s), s 0.0 0.0 0.9 0.0 0.0 0.3 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.9 0.0 0.0 2.1 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1641 0 0 1170 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 63.9 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 62.1 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 Time to First Blk (g_f), s 0.0 63.9 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 329 0 0 888 0 0
V/C Ratio (X) 0.00 0.00 0.06 0.00 0.00 0.12 0.00 0.00
Avail Cap (c_a), veh/h 0 0 820 0 0 888 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 29.1 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.3 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 29.2 0.0 0.0 0.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.0 0.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.06 0.00 0.00 0.01 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 138 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1870 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 1329 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1329 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Page 1429 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2026+Project 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 1 0 0 0 0 0
Grp Vol (v), veh/h 0 121 252 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1851 1460 0 0 0 0 0
Q Serve Time (g_s), s 0.0 1.8 15.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 1.8 15.0 0.0 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.06 1.00 0.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1315 293 0 0 0 0 0
V/C Ratio (X) 0.00 0.09 0.86 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1315 730 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 4.0 34.8 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 7.3 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 4.2 42.1 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.4 4.9 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.6 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.5 5.5 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 18.5
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2044 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 70 0 556 43 1113 0 0 728 401 Future Volume (veh/h) 0 0 0 70 0 556 43 1113 0 0 728 401 Number 3 8 18 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 1723 1870 0 0 1870 1723 Adj Flow Rate, veh/h 76 0 604 47 1210 0 0 791 436
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Opposing Right Turn Influence Yes Yes No
Cap, veh/h 866 0 699 57 2275 0 0 2863 819
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.27 0.00 0.27 0.07 1.00 0.00 0.00 0.56 0.56 Unsig. Movement Delay
Ln Grp Delay, s/veh 24.5 0.0 38.5 62.0 0.8 0.0 0.0 10.5 14.9 Ln Grp LOS C D E A B B
Approach Vol, veh/h 680 1257 1227
Approach Delay, s/veh 36.9 3.0 12.1
Approach LOS D A B
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 5 6
Case No 4.0 9.0 2.0 7.0
Phs Duration (G+Y+Rc), s 61.6 28.4 7.2 54.5
Change Period (Y+Rc), s 5.5 4.0 4.0 5.5
Max Green (Gmax), s 49.5 31.0 7.0 38.5
Max Allow Headway (MAH), s 4.0 4.3 4.1 4.1
Max Q Clear (g_c+l1), s 2.0 22.1 4.5 18.8
Green Ext Time (g_e), s 6.6 2.2 0.0 5.5
Prob of Phs Call (p_c) 1.00 1.00 0.69 1.00
Prob of Max Out (p_x) 0.00 0.26 1.00 0.09
Left-Turn Movement Data
Assigned Mvmt 3 5 1
Mvmt Sat Flow, veh/h 3183 1641 0
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 3647 0 5274
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 0 2569 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 5 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L (Prot)
Lanes in Grp 0 0 2 0 1 0 0 0
Grp Vol (v), veh/h 0 0 76 0 47 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1591 0 1641 0 0 0
Q Serve Time (g_s), s 0.0 0.0 1.6 0.0 2.5 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.6 0.0 2.5 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1591 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 50.5 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 866 0 57 0 0 0
V/C Ratio (X) 0.00 0.00 0.09 0.00 0.82 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 1100 0 128 0 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.84 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 24.4 0.0 41.6 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 20.5 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 24.5 0.0 62.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.6 0.0 0.9 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.6 0.0 1.3 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.05 0.00 0.08 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 2 0 0 0 3 0 0
Grp Vol (v), veh/h 0 1210 0 0 0 791 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1702 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 7.2 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 7.2 0.0 0.0 Lane Grp Cap (c), veh/h 0 2275 0 0 0 2863 0 0
V/C Ratio (X) 0.00 0.53 0.00 0.00 0.00 0.28 0.00 0.00
Avail Cap (c_a), veh/h 0 2275 0 0 0 2863 0 0
Upstream Filter (I) 0.00 0.84 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 10.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.0 0.0 0.0 0.2 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.8 0.0 0.0 0.0 10.5 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 2.2 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 2.2 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment R R
Lanes in Grp 0 0 2 0 0 1 0 0
Grp Vol (v), veh/h 0 0 604 0 0 436 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1285 0 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 20.1 0.0 0.0 16.8 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 20.1 0.0 0.0 16.8 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 699 0 0 819 0 0
V/C Ratio (X) 0.00 0.00 0.86 0.00 0.00 0.53 0.00 0.00
Avail Cap (c_a), veh/h 0 0 888 0 0 819 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 31.2 0.0 0.0 12.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 7.3 0.0 0.0 2.5 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 38.5 0.0 0.0 14.9 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 5.6 0.0 0.0 4.3 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.7 0.0 0.0 0.6 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 6.3 0.0 0.0 4.9 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.39 0.00 0.00 1.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 13.8
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2044 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 424 0 25 0 0 0 0 814 185 0 428 0 Future Volume (veh/h) 424 0 25 0 0 0 0 814 185 0 428 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 0 1870 1723 0 1870 1723 Adj Flow Rate, veh/h 461 0 27 0 885 201 0 465 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 0 2 2 0 2 2
Opposing Right Turn Influence Yes No No
Cap, veh/h 573 0 263 0 2106 478 0 2602 1069
HCM Platoon Ratio 1.00 1.00 1.00 1.00 0.33 0.33 1.00 0.33 0.33 Prop Arrive On Green 0.18 0.00 0.18 0.00 0.24 0.24 0.00 0.24 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 38.1 0.0 31.0 0.0 18.7 18.8 0.0 12.8 0.0 Ln Grp LOS D C B B B
Approach Vol, veh/h 488 1086 465
Approach Delay, s/veh 37.7 18.7 12.8
Approach LOS D B B
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 7.0
Phs Duration (G+Y+Rc), s 69.9 20.1 69.9
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green (Gmax), s 54.5 26.0 54.5
Max Allow Headway (MAH), s 4.1 4.1 4.0
Max Q Clear (g_c+l1), s 25.4 14.5 11.3
Green Ext Time (g_e), s 4.6 1.6 2.0
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.01 0.04 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 3183 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 2970 0 3647
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 653 1460 1460
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L
Lanes in Grp 0 0 0 2 0 0 0 0
Grp Vol (v), veh/h 0 0 0 461 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1591 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 12.5 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 12.5 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1591 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 65.9 0.0 0.0 0.0 65.9 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 573 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.80 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 923 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 35.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 2.7 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 38.1 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 4.4 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 4.7 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.23 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 1 0 0 0 2 0 0
Grp Vol (v), veh/h 0 546 0 0 0 465 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1777 0 0
Q Serve Time (g_s), s 0.0 23.4 0.0 0.0 0.0 9.3 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 23.4 0.0 0.0 0.0 9.3 0.0 0.0 Lane Grp Cap (c), veh/h 0 1301 0 0 0 2602 0 0
V/C Ratio (X) 0.00 0.42 0.00 0.00 0.00 0.18 0.00 0.00
Avail Cap (c_a), veh/h 0 1301 0 0 0 2602 0 0
Upstream Filter (I) 0.00 0.70 0.00 0.00 0.00 0.97 0.00 0.00 Uniform Delay (d1), s/veh 0.0 18.0 0.0 0.0 0.0 12.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.7 0.0 0.0 0.0 0.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 18.7 0.0 0.0 0.0 12.8 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 10.8 0.0 0.0 0.0 2.8 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.3 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 11.0 0.0 0.0 0.0 2.9 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.19 0.00 0.00 0.00 0.13 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R R
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 540 0 27 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1753 0 1460 0 1460 0 0
Q Serve Time (g_s), s 0.0 23.4 0.0 1.4 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 23.4 0.0 1.4 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.37 0.00 1.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1283 0 263 0 1069 0 0
V/C Ratio (X) 0.00 0.42 0.00 0.10 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1283 0 423 0 1069 0 0
Upstream Filter (I) 0.00 0.70 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 18.1 0.0 30.8 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.7 0.0 0.2 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 18.8 0.0 31.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 10.7 0.0 0.5 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 10.9 0.0 0.5 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.19 0.00 0.01 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 21.9
HCM 7th LOS C

Page 1437 of 1543 ends

HCM 7th Roundabout AM 2044
3: SR 198 WB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Intersection Delay, s/veh 8.0
Intersection LOS A
Approach EB WB NB SB
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 537 676 0 344
Demand Flow Rate, veh/h 548 689 0 351
Vehicles Circulating, veh/h 566 157 424 575
Vehicles Exiting, veh/h 356 267 500 157
Ped Vol Crossing Leg, #/h 0 0 0 0
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 7.2 7.1 0.0 10.9
Approach LOS A A - B
Lane Left Bypass Left Bypass Left Left Bypass
Designated Moves LT R LT R LTR LT R
Assumed Moves LT LT LTR LT
RT Channelized Free Free Free
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 357 191 575 114 0 348 3
Cap Entry Lane, veh/h 775 1938 1176 1938 895 768 1938
Entry HV Adj Factor 0.981 0.980 0.981 0.980 1.000 0.981 0.980 Flow Entry, veh/h 350 187 564 112 0 341 3
Cap Entry, veh/h 760 1900 1153 1900 895 753 1900
V/C Ratio 0.461 0.098 0.489 0.059 0.000 0.453 0.002
Control Delay, s/veh 11.0 0.0 8.5 0.0 4.0 10.9 0.0

LOS B A A A A B A
95th %tile Queue, veh 2 0 3 0 0 2 0

Page 1438 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 137 2 139 0 0 0 0 433 33 171 197 0 Future Volume (veh/h) 137 2 139 0 0 0 0 433 33 171 197 0 Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 0 1870 1723 1723 1870 0 Adj Flow Rate, veh/h 149 2 151 0 471 36 186 214 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Opposing Right Turn Influence Yes No Yes
Cap, veh/h 215 0 191 0 1339 102 460 510 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.13 0.13 0.13 0.00 0.78 0.76 0.78 0.78 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 41.4 0.0 45.0 0.0 0.0 3.7 5.4 0.0 0.0 Ln Grp LOS D D A A
Approach Vol, veh/h 300 507 400
Approach Delay, s/veh 43.2 3.7 5.4
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 8.0
Phs Duration (G+Y+Rc), s 74.2 15.8 74.2
Change Period (Y+Rc), s 5.5 4.1 5.5
Max Green (Gmax), s 61.5 18.9 61.5
Max Allow Headway (MAH), s 4.0 4.2 4.7
Max Q Clear (g_c+l1), s 9.5 11.0 17.4
Green Ext Time (g_e), s 2.0 0.7 2.1
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.14 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 1641 514
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 1716 0 653
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 131 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

Page 1439 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L+T
Lanes in Grp 0 0 0 1 0 1 0 0
Grp Vol (v), veh/h 0 0 0 149 0 400 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1641 0 1167 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 7.8 0.0 7.9 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 7.8 0.0 15.4 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1641 0 906 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 70.2 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 62.7 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 7.9 0.0 0.0 Time to First Blk (g_f), s 0.0 70.2 0.0 0.0 0.0 2.3 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.46 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 215 0 969 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.69 0.00 0.41 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 346 0 969 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 37.4 0.0 4.1 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 4.0 0.0 1.3 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 41.4 0.0 5.4 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 2.9 0.0 0.8 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.2 0.0 0.3 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 3.1 0.0 1.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.22 0.00 0.22 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment
Lanes in Grp 0 0 0 0 0 0 0 0
Grp Vol (v), veh/h 0 0 0 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Page 1440 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 0 1 0 0 0 0
Grp Vol (v), veh/h 0 507 0 151 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1847 0 1460 0 0 0 0
Q Serve Time (g_s), s 0.0 7.5 0.0 9.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 7.5 0.0 9.0 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.07 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1441 0 191 0 0 0 0
V/C Ratio (X) 0.00 0.35 0.00 0.79 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1441 0 308 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 3.0 0.0 37.9 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.7 0.0 7.1 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 3.7 0.0 45.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 1.0 0.0 3.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.3 0.0 0.4 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 1.3 0.0 3.4 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.12 0.00 0.24 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 14.1
HCM 7th LOS B

Page 1441 of 1543 ends

HCM 7th TWSC AM 2044
5: 13th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 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 0 481 56 28 395 0 72 0 25 0 0 0
Future Vol, veh/h 0 481 56 28 395 0 72 0 25 0 0 0
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 - - - - - - - - - - - -
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 523 61 30 429 0 78 0 27 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 429 0 0 584 0 0 1043 1043 553 1013 1074 429 Stage 1 - - - - - - 553 553 - 490 490 -
Stage 2 - - - - - - 490 490 - 523 584 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1130 - - 991 - - 207 229 532 217 220 626 Stage 1 - - - - - - 517 514 - 560 549 -
Stage 2 - - - - - - 560 549 - 537 498 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1130 - - 991 - - 199 220 532 198 211 626 Mov Cap-2 Maneuver - - - - - - 199 220 - 198 211 -
Stage 1 - - - - - - 517 514 - 537 526 -
Stage 2 - - - - - - 537 526 - 510 498 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.58 31.78 0

HCM LOS D A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 237 1130 - - 119 - - -
HCM Lane V/C Ratio 0.445 - - - 0.031 - - -
HCM Control Delay (s/veh) 31.8 0 - - 8.7 0 - 0
HCM Lane LOS D A - - A A - A
HCM 95th %tile Q(veh) 2.1 0 - - 0.1 - - -

Page 1442 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 163 272 63 40 294 286 112 482 46 141 255 69 Future Volume (veh/h) 163 272 63 40 294 286 112 482 46 141 255 69 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 177 296 68 43 320 311 122 524 50 153 277 75 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 233 822 642 79 646 504 305 673 64 212 413 110 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 0.33 0.33 0.33 Prop Arrive On Green 0.14 0.44 0.44 0.05 0.35 0.35 0.06 0.07 0.06 0.04 0.05 0.04 Unsig. Movement Delay
Ln Grp Delay, s/veh 47.0 18.0 3.3 47.4 25.9 14.8 38.2 46.7 46.9 49.8 43.4 43.9 Ln Grp LOS D B A D C B D D D D D D
Approach Vol, veh/h 541 674 696 505
Approach Delay, s/veh 25.7 22.1 45.3 45.5
Approach LOS C C D D
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 1 3 4 6 5 7 8
Case No 4.0 2.0 2.0 3.0 4.0 2.0 2.0 3.0
Phs Duration (G+Y+Rc), s 22.5 15.6 8.3 43.5 17.4 20.7 16.8 35.1 Change Period (Y+Rc), s * 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Max Green (Gmax), s * 20 12.0 5.4 32.4 21.6 8.6 13.5 24.3 Max Allow Headway (MAH), s 4.0 4.1 4.1 4.1 4.1 4.1 4.1 4.2 Max Q Clear (g_c+l1), s 16.2 10.3 4.3 11.5 11.0 8.4 11.3 14.2 Green Ext Time (g_e), s 0.8 0.1 0.0 1.2 0.9 0.0 0.1 1.8 Prob of Phs Call (p_c) 1.00 0.98 0.66 1.00 1.00 0.95 0.99 1.00 Prob of Max Out (p_x) 1.00 1.00 1.00 0.00 0.03 1.00 1.00 0.00 Left-Turn Movement Data
Assigned Mvmt 1 3 5 7
Mvmt Sat Flow, veh/h 1641 1641 1641 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 3279 1870 2777 1870
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 312 1460 738 1460
Left Lane Group Data
Assigned Mvmt 0 1 3 0 0 5 7 0

Page 1443 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L (Prot) L (Prot) L (Prot) L (Prot)
Lanes in Grp 0 1 1 0 0 1 1 0
Grp Vol (v), veh/h 0 153 43 0 0 122 177 0
Grp Sat Flow (s), veh/h/ln 0 1641 1641 0 0 1641 1641 0
Q Serve Time (g_s), s 0.0 8.3 2.3 0.0 0.0 6.4 9.3 0.0
Cycle Q Clear Time (g_c), s 0.0 8.3 2.3 0.0 0.0 6.4 9.3 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Lane Grp Cap (c), veh/h 0 212 79 0 0 305 233 0
V/C Ratio (X) 0.00 0.72 0.54 0.00 0.00 0.40 0.76 0.00
Avail Cap (c_a), veh/h 0 246 126 0 0 305 273 0
Upstream Filter (I) 0.00 0.99 0.98 0.00 0.00 0.86 1.00 0.00 Uniform Delay (d1), s/veh 0.0 41.5 41.9 0.0 0.0 37.4 37.1 0.0 Incr Delay (d2), s/veh 0.0 8.3 5.6 0.0 0.0 0.7 9.9 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 49.8 47.4 0.0 0.0 38.2 47.0 0.0 1st-Term Q (Q1), veh/ln 0.0 3.3 0.9 0.0 0.0 2.5 3.5 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.5 0.1 0.0 0.0 0.1 0.6 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 3.8 1.0 0.0 0.0 2.6 4.1 0.0 %ile Storage Ratio (RQ%) 0.00 0.49 0.51 0.00 0.00 0.33 0.69 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 2 0 0 4 6 0 0 8
Lane Assignment T T T T
Lanes in Grp 1 0 0 1 1 0 0 1
Grp Vol (v), veh/h 283 0 0 296 175 0 0 320
Grp Sat Flow (s), veh/h/ln 1777 0 0 1870 1777 0 0 1870
Q Serve Time (g_s), s 14.1 0.0 0.0 9.5 8.7 0.0 0.0 12.2 Cycle Q Clear Time (g_c), s 14.1 0.0 0.0 9.5 8.7 0.0 0.0 12.2 Lane Grp Cap (c), veh/h 365 0 0 822 265 0 0 646
V/C Ratio (X) 0.78 0.00 0.00 0.36 0.66 0.00 0.00 0.50
Avail Cap (c_a), veh/h 419 0 0 822 456 0 0 646
Upstream Filter (I) 0.86 0.00 0.00 1.00 0.99 0.00 0.00 0.98 Uniform Delay (d1), s/veh 39.9 0.0 0.0 16.8 40.6 0.0 0.0 23.3 Incr Delay (d2), s/veh 6.8 0.0 0.0 1.2 2.8 0.0 0.0 2.7
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 46.7 0.0 0.0 18.0 43.4 0.0 0.0 25.9 1st-Term Q (Q1), veh/ln 6.5 0.0 0.0 3.5 3.8 0.0 0.0 4.8

Page 1444 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.7 0.0 0.0 0.3 0.2 0.0 0.0 0.5 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 7.2 0.0 0.0 3.8 4.0 0.0 0.0 5.2 %ile Storage Ratio (RQ%) 0.07 0.00 0.00 0.02 0.07 0.00 0.00 0.03 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 12 0 0 14 16 0 0 18
Lane Assignment T+R R T+R R
Lanes in Grp 1 0 0 1 1 0 0 1
Grp Vol (v), veh/h 291 0 0 68 177 0 0 311
Grp Sat Flow (s), veh/h/ln 1814 0 0 1460 1738 0 0 1460
Q Serve Time (g_s), s 14.2 0.0 0.0 1.1 9.0 0.0 0.0 9.8
Cycle Q Clear Time (g_c), s 14.2 0.0 0.0 1.1 9.0 0.0 0.0 9.8 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.17 0.00 0.00 1.00 0.42 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 372 0 0 642 259 0 0 504
V/C Ratio (X) 0.78 0.00 0.00 0.11 0.68 0.00 0.00 0.62
Avail Cap (c_a), veh/h 427 0 0 642 446 0 0 504
Upstream Filter (I) 0.86 0.00 0.00 1.00 0.99 0.00 0.00 0.98 Uniform Delay (d1), s/veh 40.0 0.0 0.0 3.0 40.8 0.0 0.0 9.3 Incr Delay (d2), s/veh 6.9 0.0 0.0 0.3 3.1 0.0 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 Control Delay (d), s/veh 46.9 0.0 0.0 3.3 43.9 0.0 0.0 14.8 1st-Term Q (Q1), veh/ln 6.7 0.0 0.0 0.7 3.9 0.0 0.0 4.4 2nd-Term Q (Q2), veh/ln 0.7 0.0 0.0 0.1 0.2 0.0 0.0 0.8 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 7.4 0.0 0.0 0.7 4.1 0.0 0.0 5.1 %ile Storage Ratio (RQ%) 0.07 0.00 0.00 0.19 0.07 0.00 0.00 2.60 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 34.5
HCM 7th LOS C
Notes
* HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier.

Page 1445 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 285 343 97 106 158 91 51 417 127 70 318 126 Future Volume (veh/h) 285 343 97 106 158 91 51 417 127 70 318 126 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 310 373 105 115 172 99 55 453 138 76 346 137 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 590 1081 844 479 644 370 233 623 487 171 623 487 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 Prop Arrive On Green 0.58 0.58 0.58 0.58 0.58 0.56 0.33 0.33 0.33 0.33 0.33 0.33 Unsig. Movement Delay
Ln Grp Delay, s/veh 19.1 10.8 8.9 15.7 0.0 10.3 32.7 30.6 22.4 40.5 25.6 22.4 Ln Grp LOS B B A B B C C C D C C
Approach Vol, veh/h 788 386 646 559
Approach Delay, s/veh 13.8 11.9 29.1 26.8
Approach LOS B B C C
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6 8
Case No 5.0 5.0 5.0 6.0
Phs Duration (G+Y+Rc), s 34.0 56.0 34.0 56.0
Change Period (Y+Rc), s 5.5 5.5 5.5 5.5
Max Green (Gmax), s 28.5 50.5 28.5 50.5
Max Allow Headway (MAH), s 4.2 4.4 4.4 4.6
Max Q Clear (g_c+l1), s 21.2 28.7 30.0 19.0
Green Ext Time (g_e), s 1.6 3.5 0.0 1.8
Prob of Phs Call (p_c) 1.00 1.00 1.00 1.00
Prob of Max Out (p_x) 0.40 0.00 1.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1 3
Mvmt Sat Flow, veh/h 840 1021 760 844
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 1870 1870 1870 1114
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 1460 1460 1460 641
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 3

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HCM 7th Signalized Intersection Capacity Analysis AM 2044 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L L L
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 55 0 310 0 76 0 115
Grp Sat Flow (s), veh/h/ln 0 840 0 1021 0 760 0 844
Q Serve Time (g_s), s 0.0 5.2 0.0 19.6 0.0 8.8 0.0 7.5
Cycle Q Clear Time (g_c), s 0.0 18.8 0.0 26.7 0.0 28.0 0.0 17.0 Perm LT Sat Flow (s_l), veh/h/ln 0 840 0 1021 0 760 0 844 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 30.0 0.0 52.0 0.0 30.0 0.0 52.0 Perm LT Serve Time (g_u), s 0.0 16.4 0.0 45.0 0.0 10.8 0.0 42.5 Perm LT Q Serve Time (g_ps), s 0.0 5.2 0.0 19.6 0.0 8.8 0.0 7.5 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 233 0 590 0 171 0 479
V/C Ratio (X) 0.00 0.24 0.00 0.53 0.00 0.44 0.00 0.24
Avail Cap (c_a), veh/h 0 233 0 590 0 171 0 479
Upstream Filter (I) 0.00 1.00 0.00 0.89 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 32.2 0.0 16.2 0.0 38.7 0.0 14.5 Incr Delay (d2), s/veh 0.0 0.5 0.0 3.0 0.0 1.8 0.0 1.2
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 32.7 0.0 19.1 0.0 40.5 0.0 15.7 1st-Term Q (Q1), veh/ln 0.0 1.0 0.0 3.8 0.0 1.5 0.0 1.2 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.5 0.0 0.1 0.0 0.2 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 1.0 0.0 4.3 0.0 1.6 0.0 1.4 %ile Storage Ratio (RQ%) 0.00 0.23 0.00 1.09 0.00 0.58 0.00 0.35 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 8
Lane Assignment T T T
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 453 0 373 0 346 0 0
Grp Sat Flow (s), veh/h/ln 0 1870 0 1870 0 1870 0 0
Q Serve Time (g_s), s 0.0 19.2 0.0 9.5 0.0 13.6 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 19.2 0.0 9.5 0.0 13.6 0.0 0.0 Lane Grp Cap (c), veh/h 0 623 0 1081 0 623 0 0
V/C Ratio (X) 0.00 0.73 0.00 0.35 0.00 0.55 0.00 0.00
Avail Cap (c_a), veh/h 0 623 0 1081 0 623 0 0
Upstream Filter (I) 0.00 1.00 0.00 0.89 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 26.4 0.0 10.0 0.0 24.5 0.0 0.0 Incr Delay (d2), s/veh 0.0 4.2 0.0 0.8 0.0 1.1 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 30.6 0.0 10.8 0.0 25.6 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 7.6 0.0 3.0 0.0 5.4 0.0 0.0

Page 1447 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 7: 11th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.7 0.0 0.2 0.0 0.2 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 8.3 0.0 3.3 0.0 5.6 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.12 0.00 0.02 0.00 0.06 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 18
Lane Assignment R R R T+R
Lanes in Grp 0 1 0 1 0 1 0 1
Grp Vol (v), veh/h 0 138 0 105 0 137 0 271
Grp Sat Flow (s), veh/h/ln 0 1460 0 1460 0 1460 0 1755
Q Serve Time (g_s), s 0.0 6.3 0.0 2.9 0.0 6.2 0.0 7.0
Cycle Q Clear Time (g_c), s 0.0 6.3 0.0 2.9 0.0 6.2 0.0 7.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.37 Lane Grp Cap (c), veh/h 0 487 0 844 0 487 0 1014
V/C Ratio (X) 0.00 0.28 0.00 0.12 0.00 0.28 0.00 0.27
Avail Cap (c_a), veh/h 0 487 0 844 0 487 0 1014
Upstream Filter (I) 0.00 1.00 0.00 0.89 0.00 1.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 22.1 0.0 8.6 0.0 22.1 0.0 9.6 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.3 0.0 0.3 0.0 0.6
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 22.4 0.0 8.9 0.0 22.4 0.0 10.3 1st-Term Q (Q1), veh/ln 0.0 1.9 0.0 0.7 0.0 1.9 0.0 2.1 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.2 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 2.0 0.0 0.8 0.0 2.0 0.0 2.3 %ile Storage Ratio (RQ%) 0.00 0.50 0.00 0.41 0.00 0.25 0.00 0.01 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 20.7
HCM 7th LOS C

Page 1448 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 24 283 179 11 183 228
Future Volume (veh/h) 24 283 179 11 183 228
Number 3 18 2 12 1 6
Initial Q, veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1723 1870 1723 1723 1870
Adj Flow Rate, veh/h 26 308 195 12 199 248
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes
Cap, veh/h 391 348 1173 72 763 1258
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Prop Arrive On Green 0.24 0.24 0.67 0.67 1.00 1.00
Unsig. Movement Delay
Ln Grp Delay, s/veh 26.6 42.6 0.0 5.7 0.9 0.3
Ln Grp LOS C D A A A
Approach Vol, veh/h 334 207 447
Approach Delay, s/veh 41.3 5.7 0.6
Approach LOS D A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 6
Case No 8.0 9.0 6.0
Phs Duration (G+Y+Rc), s 64.5 25.5 64.5
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green (Gmax), s 47.0 35.0 47.0
Max Allow Headway (MAH), s 4.0 4.3 4.4
Max Q Clear (g_c+l1), s 5.7 20.3 7.1
Green Ext Time (g_e), s 0.7 1.1 1.9
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.01 0.00
Left-Turn Movement Data
Assigned Mvmt 5 3 1
Mvmt Sat Flow, veh/h 0 1641 1082
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 1744 0 1870
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 107 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 3 0 0 1 0 0

Page 1449 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L
Lanes in Grp 0 0 1 0 0 1 0 0
Grp Vol (v), veh/h 0 0 26 0 0 199 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1641 0 0 1082 0 0
Q Serve Time (g_s), s 0.0 0.0 1.1 0.0 0.0 1.4 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.1 0.0 0.0 5.1 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1641 0 0 1082 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 60.5 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 56.8 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 1.4 0.0 0.0 Time to First Blk (g_f), s 0.0 60.5 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 391 0 0 763 0 0
V/C Ratio (X) 0.00 0.00 0.07 0.00 0.00 0.26 0.00 0.00
Avail Cap (c_a), veh/h 0 0 638 0 0 763 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 0.88 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 26.5 0.0 0.0 0.2 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.7 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 26.6 0.0 0.0 0.9 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.4 0.0 0.0 0.2 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.07 0.00 0.00 0.02 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T
Lanes in Grp 0 0 0 0 0 1 0 0
Grp Vol (v), veh/h 0 0 0 0 0 248 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 1870 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 1258 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 1258 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.88 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Page 1450 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044 8: 12th Ave & Hume Ave 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 1 0 0 0 0 0
Grp Vol (v), veh/h 0 207 308 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1851 1460 0 0 0 0 0
Q Serve Time (g_s), s 0.0 3.7 18.3 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 3.7 18.3 0.0 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.06 1.00 0.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1245 348 0 0 0 0 0
V/C Ratio (X) 0.00 0.17 0.88 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1245 568 0 0 0 0 0
Upstream Filter (I) 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 5.4 33.1 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.3 9.5 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 5.7 42.6 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 1.0 5.9 0.0 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.9 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 1.1 6.8 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.02 0.05 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 15.4
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 77 0 556 43 1147 0 0 740 401 Future Volume (veh/h) 0 0 0 77 0 556 43 1147 0 0 740 401 Number 3 8 18 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 1723 1870 0 0 1870 1723 Adj Flow Rate, veh/h 84 0 604 47 1247 0 0 804 436
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2
Opposing Right Turn Influence Yes Yes No
Cap, veh/h 864 0 698 57 2280 0 0 2873 822
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.27 0.00 0.27 0.07 1.00 0.00 0.00 0.56 0.56 Unsig. Movement Delay
Ln Grp Delay, s/veh 24.9 0.0 39.1 62.2 0.8 0.0 0.0 10.6 14.9 Ln Grp LOS C D E A B B
Approach Vol, veh/h 688 1294 1240
Approach Delay, s/veh 37.4 3.0 12.1
Approach LOS D A B
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 8 5 6
Case No 4.0 9.0 2.0 7.0
Phs Duration (G+Y+Rc), s 62.4 28.6 7.2 55.2
Change Period (Y+Rc), s 5.5 4.0 4.0 5.5
Max Green (Gmax), s 50.5 31.0 7.0 39.5
Max Allow Headway (MAH), s 4.0 4.3 4.1 4.1
Max Q Clear (g_c+l1), s 2.0 22.4 4.6 18.9
Green Ext Time (g_e), s 6.9 2.2 0.0 5.6
Prob of Phs Call (p_c) 1.00 1.00 0.70 1.00
Prob of Max Out (p_x) 0.00 0.28 1.00 0.08
Left-Turn Movement Data
Assigned Mvmt 3 5 1
Mvmt Sat Flow, veh/h 3183 1641 0
Through Movement Data
Assigned Mvmt 2 8 6
Mvmt Sat Flow, veh/h 3647 0 5274
Right-Turn Movement Data
Assigned Mvmt 12 18 16
Mvmt Sat Flow, veh/h 0 2569 1460
Left Lane Group Data
Assigned Mvmt 0 0 3 0 5 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L (Prot)
Lanes in Grp 0 0 2 0 1 0 0 0
Grp Vol (v), veh/h 0 0 84 0 47 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1591 0 1641 0 0 0
Q Serve Time (g_s), s 0.0 0.0 1.8 0.0 2.6 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 1.8 0.0 2.6 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1591 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 51.2 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 864 0 57 0 0 0
V/C Ratio (X) 0.00 0.00 0.10 0.00 0.82 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 1088 0 126 0 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.83 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 24.8 0.0 42.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 20.2 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 24.9 0.0 62.2 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.6 0.0 0.9 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.6 0.0 1.3 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.06 0.00 0.08 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 8 0 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 2 0 0 0 3 0 0
Grp Vol (v), veh/h 0 1247 0 0 0 804 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1702 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 7.4 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 7.4 0.0 0.0 Lane Grp Cap (c), veh/h 0 2280 0 0 0 2873 0 0
V/C Ratio (X) 0.00 0.55 0.00 0.00 0.00 0.28 0.00 0.00
Avail Cap (c_a), veh/h 0 2280 0 0 0 2873 0 0
Upstream Filter (I) 0.00 0.83 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 10.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.0 0.0 0.0 0.2 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.8 0.0 0.0 0.0 10.6 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 2.2 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 1: 12th Ave & SR 198 WB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.2 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 2.3 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 18 0 0 16 0 0
Lane Assignment R R
Lanes in Grp 0 0 2 0 0 1 0 0
Grp Vol (v), veh/h 0 0 604 0 0 436 0 0
Grp Sat Flow (s), veh/h/ln 0 0 1285 0 0 1460 0 0
Q Serve Time (g_s), s 0.0 0.0 20.4 0.0 0.0 16.9 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 20.4 0.0 0.0 16.9 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 698 0 0 822 0 0
V/C Ratio (X) 0.00 0.00 0.87 0.00 0.00 0.53 0.00 0.00
Avail Cap (c_a), veh/h 0 0 878 0 0 822 0 0
Upstream Filter (I) 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 31.6 0.0 0.0 12.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 7.6 0.0 0.0 2.4 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 39.1 0.0 0.0 14.9 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 5.7 0.0 0.0 4.4 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.7 0.0 0.0 0.6 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 6.4 0.0 0.0 4.9 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.39 0.00 0.00 1.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 13.8
HCM 7th LOS B

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HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 424 0 25 0 0 0 0 848 206 0 447 0 Future Volume (veh/h) 424 0 25 0 0 0 0 848 206 0 447 0
Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 0 1723 0 1870 1723 0 1870 1723 Adj Flow Rate, veh/h 461 0 27 0 922 224 0 486 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 0 2 0 2 2 0 2 2
Opposing Right Turn Influence Yes No No
Cap, veh/h 570 0 261 0 2082 505 0 2609 1072
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 Prop Arrive On Green 0.18 0.00 0.18 0.00 0.73 0.72 0.00 0.24 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 39.2 0.0 31.4 0.0 5.5 5.7 0.0 13.1 0.0 Ln Grp LOS D C A A B
Approach Vol, veh/h 488 1146 486
Approach Delay, s/veh 38.7 5.6 13.1
Approach LOS D A B
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 7.0
Phs Duration (G+Y+Rc), s 70.8 20.2 70.8
Change Period (Y+Rc), s 5.5 4.0 5.5
Max Green (Gmax), s 56.5 25.0 56.5
Max Allow Headway (MAH), s 4.1 4.1 4.0
Max Q Clear (g_c+l1), s 13.9 14.7 11.9
Green Ext Time (g_e), s 5.2 1.5 2.1
Prob of Phs Call (p_c) 1.00 1.00 1.00
Prob of Max Out (p_x) 0.00 0.07 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 3183 0
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 2929 0 3647
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 688 1460 1460
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L
Lanes in Grp 0 0 0 2 0 0 0 0
Grp Vol (v), veh/h 0 0 0 461 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1591 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 12.7 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 12.7 0.0 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1591 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 66.8 0.0 0.0 0.0 66.8 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 570 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.81 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 878 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 35.9 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 3.3 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 39.2 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 4.5 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 4.8 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.24 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment T T
Lanes in Grp 0 1 0 0 0 2 0 0
Grp Vol (v), veh/h 0 577 0 0 0 486 0 0
Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1777 0 0
Q Serve Time (g_s), s 0.0 11.6 0.0 0.0 0.0 9.9 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 11.6 0.0 0.0 0.0 9.9 0.0 0.0 Lane Grp Cap (c), veh/h 0 1305 0 0 0 2609 0 0
V/C Ratio (X) 0.00 0.44 0.00 0.00 0.00 0.19 0.00 0.00
Avail Cap (c_a), veh/h 0 1305 0 0 0 2609 0 0
Upstream Filter (I) 0.00 0.67 0.00 0.00 0.00 0.97 0.00 0.00 Uniform Delay (d1), s/veh 0.0 4.8 0.0 0.0 0.0 12.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.7 0.0 0.0 0.0 0.2 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 5.5 0.0 0.0 0.0 13.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 2.3 0.0 0.0 0.0 3.1 0.0 0.0

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HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 2: 12th Ave & SR 198 WB EB Ramps 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.3 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 2.6 0.0 0.0 0.0 3.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.05 0.00 0.00 0.00 0.14 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R R
Lanes in Grp 0 1 0 1 0 1 0 0
Grp Vol (v), veh/h 0 569 0 27 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1747 0 1460 0 1460 0 0
Q Serve Time (g_s), s 0.0 11.9 0.0 1.4 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 11.9 0.0 1.4 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.39 0.00 1.00 0.00 1.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 1282 0 261 0 1072 0 0
V/C Ratio (X) 0.00 0.44 0.00 0.10 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 1282 0 403 0 1072 0 0
Upstream Filter (I) 0.00 0.67 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 4.9 0.0 31.2 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.7 0.0 0.2 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 5.7 0.0 31.4 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 2.4 0.0 0.5 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 2.6 0.0 0.5 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.05 0.00 0.02 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 14.9
HCM 7th LOS B

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HCM 7th Roundabout AM 2044+Project
3: SR 198 WB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Intersection
Intersection Delay, s/veh 8.5
Intersection LOS A
Approach EB WB NB SB
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 540 713 0 344
Demand Flow Rate, veh/h 551 727 0 351
Vehicles Circulating, veh/h 595 157 427 613
Vehicles Exiting, veh/h 365 270 529 157
Ped Vol Crossing Leg, #/h 0 0 0 0
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 7.6 7.7 0.0 11.6
Approach LOS A A - B
Lane Left Bypass Left Bypass Left Left Bypass
Designated Moves LT R LT R LTR LT R
Assumed Moves LT LT LTR LT
RT Channelized Free Free Free
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 360 191 613 114 0 348 3
Cap Entry Lane, veh/h 752 1938 1176 1938 893 738 1938
Entry HV Adj Factor 0.981 0.980 0.980 0.980 1.000 0.981 0.980 Flow Entry, veh/h 353 187 601 112 0 341 3
Cap Entry, veh/h 738 1900 1152 1900 893 725 1900
V/C Ratio 0.479 0.098 0.521 0.059 0.000 0.471 0.002
Control Delay, s/veh 11.7 0.0 9.1 0.0 4.0 11.7 0.0

LOS B A A A A B A
95th %tile Queue, veh 3 0 3 0 0 3 0

Page 1459 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 137 5 139 0 0 0 0 433 43 171 197 0 Future Volume (veh/h) 137 5 139 0 0 0 0 433 43 171 197 0 Number 7 4 14 5 2 12 1 6 16
Initial Q, veh 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 Ped-Bike Adj (A_pbT) 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 Work Zone On Approach No No No
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 0 1870 1723 1723 1870 0 Adj Flow Rate, veh/h 149 5 151 0 471 47 186 214 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Opposing Right Turn Influence Yes No Yes
Cap, veh/h 302 0 269 0 879 88 385 377 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.18 0.18 0.18 0.00 0.53 0.47 0.53 0.53 0.00 Unsig. Movement Delay
Ln Grp Delay, s/veh 11.3 0.0 12.1 0.0 0.0 4.8 5.5 0.0 0.0 Ln Grp LOS B B A A
Approach Vol, veh/h 300 518 400
Approach Delay, s/veh 11.7 4.8 5.5
Approach LOS B A A
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 4 6
Case No 8.0 9.0 8.0
Phs Duration (G+Y+Rc), s 18.5 9.1 18.5
Change Period (Y+Rc), s 5.5 4.1 5.5
Max Green (Gmax), s 61.5 18.9 61.5
Max Allow Headway (MAH), s 4.0 4.2 4.7
Max Q Clear (g_c+l1), s 7.2 4.6 10.8
Green Ext Time (g_e), s 2.0 0.9 2.2
Prob of Phs Call (p_c) 1.00 0.90 1.00
Prob of Max Out (p_x) 0.00 0.00 0.00
Left-Turn Movement Data
Assigned Mvmt 5 7 1
Mvmt Sat Flow, veh/h 0 1641 368
Through Movement Data
Assigned Mvmt 2 4 6
Mvmt Sat Flow, veh/h 1673 0 718
Right-Turn Movement Data
Assigned Mvmt 12 14 16
Mvmt Sat Flow, veh/h 167 1460 0
Left Lane Group Data
Assigned Mvmt 0 5 0 7 0 1 0 0

Page 1460 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L L+T
Lanes in Grp 0 0 0 1 0 1 0 0
Grp Vol (v), veh/h 0 0 0 149 0 400 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 1641 0 1087 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 2.2 0.0 3.6 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 2.2 0.0 8.8 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 1641 0 897 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 14.5 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 9.3 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 3.6 0.0 0.0 Time to First Blk (g_f), s 0.0 14.5 0.0 0.0 0.0 2.3 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 0.00 1.00 0.00 0.46 0.00 0.00 Lane Grp Cap (c), veh/h 0 0 0 302 0 762 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.49 0.00 0.52 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 1133 0 2934 0 0
Upstream Filter (I) 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 10.1 0.0 5.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 1.2 0.0 0.6 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 11.3 0.0 5.5 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.5 0.0 0.1 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.03 0.00 0.02 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 0 2 0 4 0 6 0 0
Lane Assignment
Lanes in Grp 0 0 0 0 0 0 0 0
Grp Vol (v), veh/h 0 0 0 0 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 0 0 0 0 0 0 0
Q Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Grp Cap (c), veh/h 0 0 0 0 0 0 0 0
V/C Ratio (X) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 0 0 0 0 0 0 0
Upstream Filter (I) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Page 1461 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 4: SR 198 EB Ramps & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 0 12 0 14 0 16 0 0
Lane Assignment T+R R
Lanes in Grp 0 1 0 1 0 0 0 0
Grp Vol (v), veh/h 0 518 0 151 0 0 0 0
Grp Sat Flow (s), veh/h/ln 0 1840 0 1460 0 0 0 0
Q Serve Time (g_s), s 0.0 5.2 0.0 2.6 0.0 0.0 0.0 0.0
Cycle Q Clear Time (g_c), s 0.0 5.2 0.0 2.6 0.0 0.0 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 0.09 0.00 1.00 0.00 0.00 0.00 0.00 Lane Grp Cap (c), veh/h 0 967 0 269 0 0 0 0
V/C Ratio (X) 0.00 0.54 0.00 0.56 0.00 0.00 0.00 0.00
Avail Cap (c_a), veh/h 0 4214 0 1008 0 0 0 0
Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 4.4 0.0 10.2 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.5 0.0 1.8 0.0 0.0 0.0 0.0
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 4.8 0.0 12.1 0.0 0.0 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.1 0.0 0.5 0.0 0.0 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.00 0.04 0.00 0.00 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 6.8
HCM 7th LOS A

Page 1462 of 1543 ends

HCM 7th TWSC AM 2044+Project
5: 13th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 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 0 494 56 28 429 0 72 0 25 0 0 0
Future Vol, veh/h 0 494 56 28 429 0 72 0 25 0 0 0
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 - - - - - - - - - - - -
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, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 537 61 30 466 0 78 0 27 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 466 0 0 598 0 0 1095 1095 567 1064 1125 466 Stage 1 - - - - - - 567 567 - 527 527 -
Stage 2 - - - - - - 527 527 - 537 598 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1095 - - 979 - - 191 214 523 201 205 596 Stage 1 - - - - - - 508 507 - 534 528 -
Stage 2 - - - - - - 534 528 - 528 491 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1095 - - 979 - - 183 205 523 182 196 596 Mov Cap-2 Maneuver - - - - - - 183 205 - 182 196 -
Stage 1 - - - - - - 508 507 - 512 506 -
Stage 2 - - - - - - 512 506 - 500 491 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.54 35.55 0

HCM LOS E A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 220 1095 - - 110 - - -
HCM Lane V/C Ratio 0.479 - - - 0.031 - - -
HCM Control Delay (s/veh) 35.5 0 - - 8.8 0 - 0
HCM Lane LOS E A - - A A - A
HCM 95th %tile Q(veh) 2.4 0 - - 0.1 - - -

Page 1463 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 218 336 79 40 316 286 118 482 46 141 255 88 Future Volume (veh/h) 218 336 79 40 316 286 118 482 46 141 255 88 Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Q, 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
Lanes Open During Work Zone
Adj Sat Flow, veh/h/ln 1723 1870 1723 1723 1870 1723 1723 1870 1723 1723 1870 1723 Adj Flow Rate, veh/h 237 365 86 43 343 311 128 524 50 153 277 96 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 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Opposing Right Turn Influence Yes Yes Yes Yes
Cap, veh/h 293 833 650 79 589 460 289 664 63 207 397 135 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 Prop Arrive On Green 0.18 0.45 0.45 0.05 0.31 0.31 0.18 0.20 0.19 0.13 0.15 0.14 Unsig. Movement Delay
Ln Grp Delay, s/veh 49.3 18.9 3.6 47.4 29.9 18.4 34.0 40.6 40.8 50.5 39.2 40.2 Ln Grp LOS D B A D C B C D D D D D
Approach Vol, veh/h 688 697 702 526
Approach Delay, s/veh 27.4 25.9 39.5 42.8
Approach LOS C C D D
Timer: 1 2 3 4 5 6 7 8
Assigned Phs 2 1 3 4 6 5 7 8
Case No 4.0 2.0 2.0 3.0 4.0 2.0 2.0 3.0
Phs Duration (G+Y+Rc), s 22.2 15.4 8.3 44.1 17.7 19.9 20.1 32.3 Change Period (Y+Rc), s * 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Max Green (Gmax), s * 21 10.0 5.4 33.3 20.5 8.8 15.8 22.9 Max Allow Headway (MAH), s 4.0 4.1 4.1 4.1 4.1 4.1 4.1 4.2 Max Q Clear (g_c+l1), s 15.7 10.1 4.3 14.1 11.3 8.3 14.5 15.8 Green Ext Time (g_e), s 1.0 0.0 0.0 1.5 0.9 0.0 0.1 1.6 Prob of Phs Call (p_c) 1.00 0.98 0.66 1.00 1.00 0.96 1.00 1.00 Prob of Max Out (p_x) 0.68 1.00 1.00 0.00 0.08 1.00 1.00 0.00 Left-Turn Movement Data
Assigned Mvmt 1 3 5 7
Mvmt Sat Flow, veh/h 1641 1641 1641 1641
Through Movement Data
Assigned Mvmt 2 4 6 8
Mvmt Sat Flow, veh/h 3279 1870 2605 1870
Right-Turn Movement Data
Assigned Mvmt 12 14 16 18
Mvmt Sat Flow, veh/h 312 1460 883 1460
Left Lane Group Data
Assigned Mvmt 0 1 3 0 0 5 7 0

Page 1464 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
Lane Assignment L (Prot) L (Prot) L (Prot) L (Prot)
Lanes in Grp 0 1 1 0 0 1 1 0
Grp Vol (v), veh/h 0 153 43 0 0 128 237 0
Grp Sat Flow (s), veh/h/ln 0 1641 1641 0 0 1641 1641 0
Q Serve Time (g_s), s 0.0 8.1 2.3 0.0 0.0 6.3 12.5 0.0
Cycle Q Clear Time (g_c), s 0.0 8.1 2.3 0.0 0.0 6.3 12.5 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 0 0 0 0 0 0
Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0
Perm LT Eff Green (g_p), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 Lane Grp Cap (c), veh/h 0 207 79 0 0 289 293 0
V/C Ratio (X) 0.00 0.74 0.54 0.00 0.00 0.44 0.81 0.00
Avail Cap (c_a), veh/h 0 210 126 0 0 289 315 0
Upstream Filter (I) 0.00 0.99 0.97 0.00 0.00 0.86 1.00 0.00 Uniform Delay (d1), s/veh 0.0 37.9 41.9 0.0 0.0 33.1 35.5 0.0 Incr Delay (d2), s/veh 0.0 12.6 5.5 0.0 0.0 0.9 13.8 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 50.5 47.4 0.0 0.0 34.0 49.3 0.0 1st-Term Q (Q1), veh/ln 0.0 3.0 0.9 0.0 0.0 2.3 4.6 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.7 0.1 0.0 0.0 0.1 1.1 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 1.00 0.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 3.7 1.0 0.0 0.0 2.4 5.7 0.0 %ile Storage Ratio (RQ%) 0.00 0.48 0.51 0.00 0.00 0.30 0.96 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data
Assigned Mvmt 2 0 0 4 6 0 0 8
Lane Assignment T T T T
Lanes in Grp 1 0 0 1 1 0 0 1
Grp Vol (v), veh/h 283 0 0 365 187 0 0 343
Grp Sat Flow (s), veh/h/ln 1777 0 0 1870 1777 0 0 1870
Q Serve Time (g_s), s 13.6 0.0 0.0 12.1 9.0 0.0 0.0 13.8 Cycle Q Clear Time (g_c), s 13.6 0.0 0.0 12.1 9.0 0.0 0.0 13.8 Lane Grp Cap (c), veh/h 360 0 0 833 271 0 0 589
V/C Ratio (X) 0.79 0.00 0.00 0.44 0.69 0.00 0.00 0.58
Avail Cap (c_a), veh/h 440 0 0 833 434 0 0 589
Upstream Filter (I) 0.86 0.00 0.00 1.00 0.99 0.00 0.00 0.97 Uniform Delay (d1), s/veh 34.0 0.0 0.0 17.2 36.1 0.0 0.0 25.9 Incr Delay (d2), s/veh 6.6 0.0 0.0 1.7 3.1 0.0 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 Control Delay (d), s/veh 40.6 0.0 0.0 18.9 39.2 0.0 0.0 29.9 1st-Term Q (Q1), veh/ln 5.4 0.0 0.0 4.5 3.6 0.0 0.0 5.5

Page 1465 of 1543 ends

HCM 7th Signalized Intersection Capacity Analysis AM 2044+Project 6: 12th Ave & Hanford Armona Rd 07/16/2024
Baseline Synchro 9 Report
2nd-Term Q (Q2), veh/ln 0.7 0.0 0.0 0.4 0.2 0.0 0.0 0.7 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 6.0 0.0 0.0 4.9 3.8 0.0 0.0 6.2 %ile Storage Ratio (RQ%) 0.06 0.00 0.00 0.02 0.07 0.00 0.00 0.03 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data
Assigned Mvmt 12 0 0 14 16 0 0 18
Lane Assignment T+R R T+R R
Lanes in Grp 1 0 0 1 1 0 0 1
Grp Vol (v), veh/h 291 0 0 86 186 0 0 311
Grp Sat Flow (s), veh/h/ln 1814 0 0 1460 1711 0 0 1460
Q Serve Time (g_s), s 13.7 0.0 0.0 1.4 9.3 0.0 0.0 10.6 Cycle Q Clear Time (g_c), s 13.7 0.0 0.0 1.4 9.3 0.0 0.0 10.6 Prot RT Sat Flow (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.17 0.00 0.00 1.00 0.52 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 368 0 0 650 261 0 0 460
V/C Ratio (X) 0.79 0.00 0.00 0.13 0.71 0.00 0.00 0.68
Avail Cap (c_a), veh/h 450 0 0 650 418 0 0 460
Upstream Filter (I) 0.86 0.00 0.00 1.00 0.99 0.00 0.00 0.97 Uniform Delay (d1), s/veh 34.2 0.0 0.0 3.1 36.6 0.0 0.0 10.9 Incr Delay (d2), s/veh 6.6 0.0 0.0 0.4 3.6 0.0 0.0 7.5
Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 40.8 0.0 0.0 3.6 40.2 0.0 0.0 18.4 1st-Term Q (Q1), veh/ln 5.5 0.0 0.0 0.9 3.6 0.0 0.0 4.7 2nd-Term Q (Q2), veh/ln 0.7 0.0 0.0 0.1 0.3 0.0 0.0 1.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 %ile Back of Q (50%), veh/ln 6.2 0.0 0.0 0.9 3.9 0.0 0.0 5.6 %ile Storage Ratio (RQ%) 0.06 0.00 0.00 0.24 0.07 0.00 0.00 2.86 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0
Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary
HCM 7th Control Delay, s/veh 33.4
HCM 7th LOS C
Notes
* HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier.

Page 1466 of 1543 ends

Hanford City CouncilMarch 18, 2025

Hanford City Council
March 18, 2025