041823-H-26sr&att.pdf — Long Beach City Council, April 18, 2023 (part 16 of 16)

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 95 442 72 0 0 0 0 438 35 97 533 0 Future Volume (veh/h) 95 442 72 0 0 0 0 438 35 97 533 0 Initial Q (Qb), veh 0 0 0 000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 103 480 78 0 476 38 105 579 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 022220
Cap, veh/h 356 1021 317 0 1987 886 132 2440 0
Arrive On Green 0.07 0.07 0.07 0.00 1.00 1.00 0.15 1.00 0.00 Sat Flow, veh/h 1781 5106 1585 0 3647 1585 1781 3647 0
Grp Volume(v), veh/h 103 480 78 0 476 38 105 579 0
Grp Sat Flow(s),veh/h/ln1781 1702 1585 0 1777 1585 1781 1777 0 Q Serve(g_s), s 4.1 6.8 3.5 0.0 0.0 0.0 4.3 0.0 0.0
Cycle Q Clear(g_c), s 4.1 6.8 3.5 0.0 0.0 0.0 4.3 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 356 1021 317 0 1987 886 132 2440 0 V/C Ratio(X) 0.29 0.47 0.25 0.00 0.24 0.04 0.79 0.24 0.00 Avail Cap(c_a), veh/h 843 2417 750 0 1987 886 143 2440 0 HCM Platoon Ratio 0.33 0.33 0.33 1.00 2.00 2.00 2.00 2.00 1.00 Upstream Filter(I) 0.98 0.98 0.98 0.00 1.00 1.00 0.92 0.92 0.00 Uniform Delay (d), s/veh 29.9 31.2 29.7 0.0 0.0 0.0 31.4 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.5 0.6 0.0 0.3 0.1 20.5 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 2.9 3.2 0.0 0.1 0.0 2.4 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.6 31.7 30.2 0.0 0.3 0.1 51.8 0.2 0.0 LnGrp LOS C C C A A A D A A
Approach Vol, veh/h 661 514 684
Approach Delay, s/veh 31.3 0.3 8.1
Approach LOS C A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 55.5 19.5 9.6 45.9
Change Period (Y+Rc), s 4.0 4.5 4.0 4.0
Max Green Setting (Gmax), s 31.0 35.5 6.0 21.0
Max Q Clear Time (g_c+I1), s 2.0 8.8 6.3 2.0
Green Ext Time (p_c), s 5.1 5.8 0.0 3.7
Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B
HCM 6th TWSC
19: E 5th St & Long Beach Blvd 08/25/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

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Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 65 0 0 3 0 385 42 0 560 65
Future Vol, veh/h 0 0 65 0 0 3 0 385 42 0 560 65
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 ------
Veh in Median Storage, # - 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 22222222222
Mvmt Flow 0 0 71 0 0 3 0 418 46 0 609 71
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 340 - - 232 - 0 0 - - 0
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - 6.94 - - 6.94 ------
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - - 3.32 - - 3.32 ------
Pot Cap-1 Maneuver 0 0 656 0 0 770 0 - - 0 - -
Stage 1 0 0 - 0 0 - 0 - - 0 - -
Stage 2 0 0 - 0 0 - 0 - - 0 - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 656 - - 770 ------
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s 11.1 9.7 0 0

HCM LOS B A
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR
Capacity (veh/h) - - 656 770 - -
HCM Lane V/C Ratio - - 0.108 0.004 - -
HCM Control Delay (s) - - 11.1 9.7 - -
HCM Lane LOS - - B A - -
HCM 95th %tile Q(veh) - - 0.4 0 - -
HCM 6th Signalized Intersection Summary
20: Long Beach Blvd & E 4th St 08/25/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 108 20 45 129 72 50 322 28 73 431 62 Future Volume (veh/h) 30 108 20 45 129 72 50 322 28 73 431 62 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 33 117 22 49 140 78 54 350 30 79 468 67 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, % 222222222222
Cap, veh/h 171 276 52 237 204 113 68 1958 167 101 1902 271 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.08 1.00 1.00 0.08 0.81 0.81 Sat Flow, veh/h 1163 1531 288 1250 1128 629 1781 3314 283 1781 3122 445 Grp Volume(v), veh/h 33 0 139 49 0 218 54 187 193 79 265 270 Grp Sat Flow(s),veh/h/ln 1163 0 1819 1250 0 1757 1781 1777 1820 1781 1777 1790 Q Serve(g_s), s 2.0 0.0 5.1 2.7 0.0 8.7 2.2 0.0 0.0 3.3 2.6 2.7 Cycle Q Clear(g_c), s 10.8 0.0 5.1 7.8 0.0 8.7 2.2 0.0 0.0 3.3 2.6 2.7 Prop In Lane 1.00 0.16 1.00 0.36 1.00 0.16 1.00 0.25
Lane Grp Cap(c), veh/h 171 0 328 237 0 317 68 1050 1075 101 1083 1091 V/C Ratio(X) 0.19 0.00 0.42 0.21 0.00 0.69 0.79 0.18 0.18 0.78 0.25 0.25 Avail Cap(c_a), veh/h 369 0 638 450 0 616 143 1050 1075 143 1083 1091 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.8 0.0 27.3 30.7 0.0 28.8 34.3 0.0 0.0 34.2 3.0 3.0 Incr Delay (d2), s/veh 0.7 0.0 1.0 0.5 0.0 3.2 7.5 0.4 0.4 10.4 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 2.2 0.8 0.0 3.8 1.1 0.1 0.1 1.6 0.9 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.4 0.0 28.3 31.2 0.0 31.9 41.8 0.4 0.4 44.6 3.6 3.6 LnGrp LOS C A C C A C D A A D A A
Approach Vol, veh/h 172 267 434 614
Approach Delay, s/veh 29.5 31.8 5.5 8.8
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.9 49.9 18.2 8.3 48.5 18.2
Change Period (Y+Rc), s 4.0 * 4.2 * 4.7 4.0 * 4.2 * 4.7 Max Green Setting (Gmax), s 6.0 * 30 * 26 6.0 * 30 * 26 Max Q Clear Time (g_c+I1), s 4.2 4.7 10.7 5.3 2.0 12.8
Green Ext Time (p_c), s 0.0 4.8 1.5 0.0 3.3 0.8
Intersection Summary
HCM 6th Ctrl Delay 14.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
21: E 3rd St & Long Beach Blvd 08/25/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 20 574 68 77 341 0 0 339 158 Future Volume (veh/h) 0 0 0 20 574 68 77 341 0 0 339 158 Initial Q (Qb), veh 000000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 22 624 74 84 371 0 0 368 172
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 477 952 425 107 2151 0 0 1749 780
Arrive On Green 0.27 0.27 0.27 0.12 1.00 0.00 0.00 0.98 0.98 Sat Flow, veh/h 1781 3554 1585 1781 3647 0 0 3647 1585
Grp Volume(v), veh/h 22 624 74 84 371 0 0 368 172
Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 0.7 11.7 2.7 3.4 0.0 0.0 0.0 0.2 0.2
Cycle Q Clear(g_c), s 0.7 11.7 2.7 3.4 0.0 0.0 0.0 0.2 0.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 477 952 425 107 2151 0 0 1749 780 V/C Ratio(X) 0.05 0.66 0.17 0.79 0.17 0.00 0.00 0.21 0.22 Avail Cap(c_a), veh/h 834 1663 742 143 2151 0 0 1749 780 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 0.99 0.99 0.00 0.00 0.98 0.98 Uniform Delay (d), s/veh 20.3 24.4 21.1 32.5 0.0 0.0 0.0 0.3 0.3 Incr Delay (d2), s/veh 0.1 1.1 0.3 13.2 0.2 0.0 0.0 0.3 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 4.8 1.0 1.8 0.1 0.0 0.0 0.1 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.4 25.5 21.4 45.8 0.2 0.0 0.0 0.6 0.9 LnGrp LOS CCCD AAAAA
Approach Vol, veh/h 720 455 540
Approach Delay, s/veh 24.9 8.6 0.7
Approach LOS C A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s8.5 41.5 25.0 50.0
Change Period (Y+Rc), s 4.0 4.6 * 4.9 4.6
Max Green Setting (Gmax), s 6.0 20.4 * 35 30.4
Max Q Clear Time (g_c+I1), s 5.4 2.2 13.7 2.0
Green Ext Time (p_c), s 0.0 2.8 6.4 2.6
Intersection Summary
HCM 6th Ctrl Delay 12.9
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
22: Long Beach Blvd & E Broadway 08/25/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 92 326 105 0 0 0 0 294 12 57 322 0 Future Volume (veh/h) 92 326 105 0 0 0 0 294 12 57 322 0 Initial Q (Qb), veh 0 0 0 000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 100 354 114 0 320 13 62 350 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 022220
Cap, veh/h 475 708 225 0 1824 74 134 2189 0
Arrive On Green 0.09 0.09 0.09 0.00 0.52 0.52 0.08 1.00 0.00 Sat Flow, veh/h 1781 2654 842 0 3574 141 3456 3647 0
Grp Volume(v), veh/h 100 235 233 0 163 170 62 350 0
Grp Sat Flow(s),veh/h/ln1781 1777 1719 0 1777 1845 1728 1777 0 Q Serve(g_s), s 3.9 9.5 9.7 0.0 3.6 3.6 1.3 0.0 0.0
Cycle Q Clear(g_c), s 3.9 9.5 9.7 0.0 3.6 3.6 1.3 0.0 0.0 Prop In Lane 1.00 0.49 0.00 0.08 1.00 0.00
Lane Grp Cap(c), veh/h 475 474 458 0 931 967 134 2189 0 V/C Ratio(X) 0.21 0.50 0.51 0.00 0.17 0.18 0.46 0.16 0.00 Avail Cap(c_a), veh/h 841 839 811 0 931 967 230 2189 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 0.97 0.97 0.97 0.00 1.00 1.00 0.98 0.98 0.00 Uniform Delay (d), s/veh 26.9 29.4 29.5 0.0 9.4 9.4 33.9 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.8 0.8 0.0 0.4 0.4 0.9 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.7 4.5 4.4 0.0 1.4 1.4 0.5 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.1 30.2 30.3 0.0 9.8 9.8 34.8 0.2 0.0 LnGrp LOS C C C A A A C A A
Approach Vol, veh/h 568 333 412
Approach Delay, s/veh 29.7 9.8 5.4
Approach LOS C A A
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 50.4 6.9 43.5 24.6
Change Period (Y+Rc), s * 4.2 4.0 * 4.2 4.6
Max Green Setting (Gmax), s * 31 5.0 * 22 35.4
Max Q Clear Time (g_c+I1), s 2.0 3.3 5.6 11.7
Green Ext Time (p_c), s 3.4 0.0 2.3 3.2
Intersection Summary
HCM 6th Ctrl Delay 17.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
23: Long Beach Blvd & E 1st St 08/25/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 7 11 32 9 19 6 247 53 61 330 28 Future Volume (veh/h) 14 7 11 32 9 19 6 247 53 61 330 28 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 8 12 35 10 21 7 268 58 66 359 30 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 22222222222
Cap, veh/h 137 18 23 222 24 101 13 1766 376 88 2302 1027 Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.01 0.61 0.61 0.05 0.65 0.65 Sat Flow, veh/h 411 284 363 1315 376 1585 1781 2915 621 1781 3554 1585 Grp Volume(v), veh/h 35 0 0 45 0 21 7 162 164 66 359 30 Grp Sat Flow(s),veh/h/ln1057 0 0 1691 0 1585 1781 1777 1759 1781 1777 1585 Q Serve(g_s), s 0.8 0.0 0.0 0.0 0.0 0.6 0.2 1.8 1.9 1.7 1.8 0.3 Cycle Q Clear(g_c), s 1.9 0.0 0.0 1.1 0.0 0.6 0.2 1.8 1.9 1.7 1.8 0.3 Prop In Lane 0.43 0.34 0.78 1.00 1.00 0.35 1.00 1.00
Lane Grp Cap(c), veh/h 178 0 0 246 0 101 13 1076 1065 88 2302 1027 V/C Ratio(X) 0.20 0.00 0.00 0.18 0.00 0.21 0.53 0.15 0.15 0.75 0.16 0.03 Avail Cap(c_a), veh/h 1013 0 0 1046 0 960 231 1076 1065 231 2302 1027 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.5 0.0 0.0 20.8 0.0 20.5 22.9 4.0 4.0 21.7 3.2 2.9 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.3 0.0 0.8 11.6 0.3 0.3 4.7 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.0 0.4 0.0 0.2 0.1 0.5 0.5 0.8 0.4 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.9 0.0 0.0 21.0 0.0 21.3 34.4 4.2 4.3 26.4 3.3 3.0 LnGrp LOS C A A C A C C A A C A A
Approach Vol, veh/h 35 66 333 455
Approach Delay, s/veh 21.9 21.1 4.9 6.7
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.3 33.9 7.9 6.3 32.0 7.9
Change Period (Y+Rc), s 4.0 4.0 5.0 4.0 4.0 5.0
Max Green Setting (Gmax), s 6.0 28.0 28.0 6.0 28.0 28.0 Max Q Clear Time (g_c+I1), s 2.2 3.8 3.1 3.7 3.9 3.9
Green Ext Time (p_c), s 0.0 3.5 0.2 0.0 2.7 0.1
Intersection Summary
HCM 6th Ctrl Delay 7.7
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
24: E Ocean Blvd & Long Beach Blvd 08/25/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 164 683 1867 117 85 250
Future Volume (vph) 164 683 1867 117 85 250
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Lane Util. Factor 1.00 0.91 0.91 1.00 0.97 0.91
Frt 1.00 1.00 1.00 0.85 0.91 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.98 1.00
Satd. Flow (prot) 1770 5085 5085 1583 3225 1441
Flt Permitted 0.07 1.00 1.00 1.00 0.98 1.00
Satd. Flow (perm) 128 5085 5085 1583 3225 1441
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 178 742 2029 127 92 272
RTOR Reduction (vph) 0 0 0 25 126 126
Lane Group Flow (vph) 178 742 2029 102 102 10
Turn Type pm+pt NA NA Perm Perm Perm
Protected Phases 5 2 6
Permitted Phases 2 6 4 4
Actuated Green, G (s) 100.0 100.0 86.8 86.8 9.2 9.2
Effective Green, g (s) 100.0 100.0 86.8 86.8 9.2 9.2
Actuated g/C Ratio 0.83 0.83 0.72 0.72 0.08 0.08
Clearance Time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Vehicle Extension (s) 2.0 4.0 4.0 4.0 3.0 3.0
Lane Grp Cap (vph) 232 4237 3678 1145 247 110
v/s Ratio Prot c0.06 0.15 0.40
v/s Ratio Perm c0.58 0.06 c0.03 0.01
v/c Ratio 0.77 0.18 0.55 0.09 0.41 0.09
Uniform Delay, d1 22.7 2.0 7.6 4.9 52.8 51.5
Progression Factor 1.15 0.92 1.00 1.00 1.00 1.00
Incremental Delay, d2 12.5 0.1 0.6 0.2 1.1 0.4
Delay (s) 38.7 1.9 8.2 5.1 54.0 51.9
Level of Service D A A A D D
Approach Delay (s) 9.0 8.1 53.2
Approach LOS A A D
Intersection Summary
HCM 2000 Control Delay 13.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.75
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 14.8 Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
1: Pine Ave & W 8th St/E 8th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 49 9 0 30 15 6 157 19 18 170 6 Future Volume (veh/h) 0 49 9 0 30 15 6 157 19 18 170 6
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 53 10 0 33 16 7 171 21 20 185 7
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, % 022022222222
Cap, veh/h 0 836 158 0 650 315 416 562 69 414 616 23
Arrive On Green 0.00 0.55 0.55 0.00 0.55 0.55 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 0 1530 289 0 1190 577 1191 1634 201 1191 1790 68 Grp Volume(v), veh/h 0 0 63 0 0 49 7 0 192 20 0 192
Grp Sat Flow(s),veh/h/ln 0 0 1818 0 0 1767 1191 0 1834 1191 0 1858 Q Serve(g_s), s 0.0 0.0 1.2 0.0 0.0 1.0 0.3 0.0 5.8 0.9 0.0 5.7 Cycle Q Clear(g_c), s 0.0 0.0 1.2 0.0 0.0 1.0 6.0 0.0 5.8 6.7 0.0 5.7 Prop In Lane 0.00 0.16 0.00 0.33 1.00 0.11 1.00 0.04
Lane Grp Cap(c), veh/h 0 0 994 0 0 966 416 0 631 414 0 639 V/C Ratio(X) 0.00 0.00 0.06 0.00 0.00 0.05 0.02 0.00 0.30 0.05 0.00 0.30 Avail Cap(c_a), veh/h 0 0 994 0 0 966 416 0 631 414 0 639 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 8.0 0.0 0.0 7.9 20.2 0.0 18.0 20.5 0.0 18.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 1.2 0.2 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 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.5 0.0 0.0 0.4 0.1 0.0 2.5 0.3 0.0 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 8.1 0.0 0.0 8.0 20.3 0.0 19.3 20.7 0.0 19.2 LnGrp LOS AAAAAACABCAB
Approach Vol, veh/h 63 49 199 212
Approach Delay, s/veh 8.1 8.0 19.3 19.3
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 45.0 30.0 45.0 30.0
Change Period (Y+Rc), s 4.0 * 4.2 4.0 * 4.2
Max Green Setting (Gmax), s 41.0 * 26 41.0 * 26
Max Q Clear Time (g_c+I1), s 3.2 8.7 3.0 8.0
Green Ext Time (p_c), s 0.5 0.8 0.3 0.8
Intersection Summary
HCM 6th Ctrl Delay 16.9
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
2: Pine Ave & W 7th St/E 7th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 38 576 27 60 126 0 0 127 33 Future Volume (veh/h) 0 0 0 38 576 27 60 126 0 0 127 33 Initial Q (Qb), veh 000000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 41 626 29 65 137 0 0 138 36
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 161 2616 125 428 643 0 0 492 128
Arrive On Green 0.54 0.54 0.54 0.11 0.11 0.00 0.00 0.34 0.34 Sat Flow, veh/h 299 4856 231 1211 1870 0 0 1430 373
Grp Volume(v), veh/h 255 212 229 65 137 0 0 0 174
Grp Sat Flow(s),veh/h/ln 1855 1702 1829 1211 1870 0 0 0 1803 Q Serve(g_s), s 5.5 4.9 5.0 3.7 5.0 0.0 0.0 0.0 5.3
Cycle Q Clear(g_c), s 5.5 4.9 5.0 9.0 5.0 0.0 0.0 0.0 5.3 Prop In Lane 0.16 0.13 1.00 0.00 0.00 0.21
Lane Grp Cap(c), veh/h 999 917 985 428 643 0 0 0 620
V/C Ratio(X) 0.25 0.23 0.23 0.15 0.21 0.00 0.00 0.00 0.28 Avail Cap(c_a), veh/h 999 917 985 428 643 0 0 0 620
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.94 0.94 0.00 0.00 0.00 0.96 Uniform Delay (d), s/veh 9.3 9.1 9.1 28.2 24.0 0.0 0.0 0.0 17.9 Incr Delay (d2), s/veh 0.6 0.6 0.6 0.7 0.7 0.0 0.0 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 1.8 1.9 1.2 2.3 0.0 0.0 0.0 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.9 9.7 9.7 28.9 24.7 0.0 0.0 0.0 18.9 LnGrp LOS A A A C C A A A B
Approach Vol, veh/h 696 202 174
Approach Delay, s/veh 9.8 26.1 18.9
Approach LOS A C B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 * 4.2 * 4.2
Max Green Setting (Gmax), s 40.4 * 26 * 26
Max Q Clear Time (g_c+I1), s 7.5 11.0 7.3
Green Ext Time (p_c), s 6.8 0.9 1.0
Intersection Summary
HCM 6th Ctrl Delay 14.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
3: Pine Ave & W 6th St/E 6th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 47 1104 106 0 0 0 0 148 71 25 138 0 Future Volume (veh/h) 47 1104 106 0 0 0 0 148 71 25 138 0 Initial Q (Qb), veh 0 0 0 000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 51 1200 115 0 161 77 27 150 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 022220
Cap, veh/h 103 2567 255 0 414 198 427 648 0
Arrive On Green 0.55 0.55 0.55 0.00 0.69 0.69 0.11 0.11 0.00 Sat Flow, veh/h 188 4696 466 0 1196 572 1142 1870 0
Grp Volume(v), veh/h 505 420 441 0 0 238 27 150 0
Grp Sat Flow(s),veh/h/ln1861 1702 1787 0 0 1767 1142 1870 0 Q Serve(g_s), s 12.7 11.1 11.1 0.0 0.0 4.2 1.6 5.5 0.0
Cycle Q Clear(g_c), s 12.7 11.1 11.1 0.0 0.0 4.2 5.9 5.5 0.0 Prop In Lane 0.10 0.26 0.00 0.32 1.00 0.00
Lane Grp Cap(c), veh/h 1017 930 977 0 0 613 427 648 0
V/C Ratio(X) 0.50 0.45 0.45 0.00 0.00 0.39 0.06 0.23 0.00 Avail Cap(c_a), veh/h 1017 930 977 0 0 613 427 648 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 0.33 0.33 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 0.98 0.97 0.97 0.00 Uniform Delay (d), s/veh 10.6 10.2 10.2 0.0 0.0 8.2 26.2 24.1 0.0 Incr Delay (d2), s/veh 1.7 1.6 1.5 0.0 0.0 1.8 0.3 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.0 4.1 4.2 0.0 0.0 1.6 0.5 2.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.3 11.8 11.7 0.0 0.0 10.0 26.5 24.9 0.0 LnGrp LOS B B B A A A C C A
Approach Vol, veh/h 1366 238 177
Approach Delay, s/veh 12.0 10.0 25.2
Approach LOS B A C
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green Setting (Gmax), s 41.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 14.7 7.9 6.2
Green Ext Time (p_c), s 14.2 1.0 1.6
Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
4: Pine Ave & W 5th St/E 5th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 12 38 27 10 56 65 8 130 27 35 206 12 Future Volume (vph) 12 38 27 10 56 65 8 130 27 35 206 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.97 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 0.99 1.00 Frt 1.00 0.85 1.00 0.85 1.00 0.97 1.00 0.99
Flt Protected 0.99 1.00 0.99 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1837 1539 1846 1539 1749 1803 1745 1844 Flt Permitted 0.96 1.00 0.98 1.00 0.49 1.00 0.60 1.00
Satd. Flow (perm) 1780 1539 1814 1539 908 1803 1110 1844 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 13 41 29 11 61 71 9 141 29 38 224 13
RTOR Reduction (vph) 0 0 11 0 0 28 0 10 0030
Lane Group Flow (vph) 0 54 18 0 72 43 9 160 0 38 234 0
Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10
Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2 2 6 6 8 4
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 1086 939 1107 939 251 500 307 511
v/s Ratio Prot 0.09 c0.13
v/s Ratio Perm 0.03 0.01 c0.04 0.03 0.01 0.03
v/c Ratio 0.05 0.02 0.07 0.05 0.04 0.32 0.12 0.46
Uniform Delay, d1 5.9 5.8 5.9 5.8 19.8 21.5 20.3 22.4
Progression Factor 1.00 1.00 1.00 1.00 0.85 0.75 0.82 0.82 Incremental Delay, d2 0.1 0.0 0.0 0.0 0.2 1.6 0.8 2.8
Delay (s) 5.9 5.8 5.9 5.9 17.0 17.6 17.3 21.1
Level of Service A A AABB BC
Approach Delay (s) 5.9 5.9 17.6 20.6
Approach LOS A A B C
Intersection Summary
HCM 2000 Control Delay 14.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.20
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5: Pine Ave & W 4th St/E 4th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 189 17 31 144 28 19 139 93 33 134 63 Future Volume (vph) 8 189 17 31 144 28 19 139 93 33 134 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.94 1.00 0.95
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1840 1770 1818 1770 1751 1770 1774 Flt Permitted 0.64 1.00 0.62 1.00 0.53 1.00 0.47 1.00
Satd. Flow (perm) 1192 1840 1153 1818 989 1751 873 1774 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 9 205 18 34 157 30 21 151 101 36 146 68 RTOR Reduction (vph) 0 2 0 0 5 0 0 32 0 0 22 0
Lane Group Flow (vph) 9 221 0 34 182 0 21 220 0 36 192 0 Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2684
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 727 1123 704 1110 274 485 242 491
v/s Ratio Prot c0.12 0.10 c0.13 0.11
v/s Ratio Perm 0.01 0.03 0.02 0.04
v/c Ratio 0.01 0.20 0.05 0.16 0.08 0.45 0.15 0.39
Uniform Delay, d1 5.7 6.5 5.9 6.3 20.0 22.4 20.4 22.0
Progression Factor 1.00 1.00 1.00 1.00 0.82 0.78 0.54 0.37 Incremental Delay, d2 0.0 0.4 0.0 0.1 0.5 3.0 1.2 2.2
Delay (s) 5.8 6.9 5.9 6.4 16.9 20.4 12.3 10.3
Level of Service A A A A B C B B
Approach Delay (s) 6.8 6.3 20.1 10.6
Approach LOS A A C B
Intersection Summary
HCM 2000 Control Delay 11.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.29
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 57.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: Pine Ave & W 3rd St/E 3rd St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 6 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 136 597 90 40 144 0 0 148 37 Future Volume (veh/h) 0 0 0 136 597 90 40 144 0 0 148 37 Initial Q (Qb), veh 000000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 148 649 98 43 157 0 0 161 40
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 960 1668 251 433 648 0 0 648 549
Arrive On Green 0.18 0.18 0.18 0.11 0.11 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1781 3096 467 1181 1870 0 0 1870 1585
Grp Volume(v), veh/h 148 372 375 43 157 0 0 161 40
Grp Sat Flow(s),veh/h/ln 1781 1777 1786 1181 1870 0 0 1870 1585 Q Serve(g_s), s 5.3 13.9 13.9 2.5 5.7 0.0 0.0 4.6 1.3
Cycle Q Clear(g_c), s 5.3 13.9 13.9 7.1 5.7 0.0 0.0 4.6 1.3 Prop In Lane 1.00 0.26 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 960 957 962 433 648 0 0 648 549
V/C Ratio(X) 0.15 0.39 0.39 0.10 0.24 0.00 0.00 0.25 0.07 Avail Cap(c_a), veh/h 960 957 962 433 648 0 0 648 549
HCM Platoon Ratio 0.33 0.33 0.33 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.98 0.98 0.93 0.93 0.00 0.00 0.94 0.94 Uniform Delay (d), s/veh 16.4 19.9 19.9 27.0 24.2 0.0 0.0 17.5 16.4 Incr Delay (d2), s/veh 0.3 1.2 1.2 0.4 0.8 0.0 0.0 0.9 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 6.8 6.8 0.8 2.7 0.0 0.0 2.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.7 21.1 21.1 27.4 25.1 0.0 0.0 18.4 16.7 LnGrp LOS B CCCCAABB
Approach Vol, veh/h 895 200 201
Approach Delay, s/veh 20.4 25.6 18.0
Approach LOS C C B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 4.0 4.0
Max Green Setting (Gmax), s 40.4 26.0 26.0
Max Q Clear Time (g_c+I1), s 15.9 9.1 6.6
Green Ext Time (p_c), s 7.9 1.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 20.8
HCM 6th LOS C
HCM 6th Signalized Intersection Summary
7: Pine Ave & W Broadway/E Broadway 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 7 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 56 836 42 0 0 0 0 127 130 111 149 0 Future Volume (veh/h) 56 836 42 0 0 0 0 127 130 111 149 0 Initial Q (Qb), veh 0 0 0 000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 61 909 46 0 138 141 121 162 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 022220
Cap, veh/h 817 1579 80 0 254 260 407 798 0
Arrive On Green 0.46 0.46 0.46 0.00 0.30 0.30 0.02 0.14 0.00 Sat Flow, veh/h 1781 3442 174 0 848 866 1781 1870 0
Grp Volume(v), veh/h 61 469 486 0 0 279 121 162 0
Grp Sat Flow(s),veh/h/ln1781 1777 1839 0 0 1714 1781 1870 0 Q Serve(g_s), s 1.4 14.6 14.6 0.0 0.0 10.2 3.3 5.7 0.0
Cycle Q Clear(g_c), s 1.4 14.6 14.6 0.0 0.0 10.2 3.3 5.7 0.0 Prop In Lane 1.00 0.09 0.00 0.51 1.00 0.00
Lane Grp Cap(c), veh/h 817 815 843 0 0 514 407 798 0
V/C Ratio(X) 0.07 0.58 0.58 0.00 0.00 0.54 0.30 0.20 0.00 Avail Cap(c_a), veh/h 817 815 843 0 0 514 419 798 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 0.94 0.99 0.99 0.00 Uniform Delay (d), s/veh 11.4 14.9 14.9 0.0 0.0 22.0 16.4 20.9 0.0 Incr Delay (d2), s/veh 0.2 3.0 2.9 0.0 0.0 3.8 0.1 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.6 6.0 6.2 0.0 0.0 4.5 1.3 2.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.6 17.9 17.8 0.0 0.0 25.8 16.6 21.5 0.0 LnGrp LOS B B B A A C B C A
Approach Vol, veh/h 1016 279 283
Approach Delay, s/veh 17.5 25.8 19.4
Approach LOS B C B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 39.0 36.0 9.5 26.5
Change Period (Y+Rc), s 4.6 4.0 4.0 4.0
Max Green Setting (Gmax), s 34.4 32.0 6.0 22.0
Max Q Clear Time (g_c+I1), s 16.6 7.7 5.3 12.2
Green Ext Time (p_c), s 8.3 0.9 0.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 19.3
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
8: Pine Ave & W 1st St/E 1st St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 27 3 0 34 4 1 237 0 2 151 9
Future Volume (vph) 0 27 3 0 34 4 1 237 0 2 151 9
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00
Frt 0.99 0.99 1.00 0.99
Flt Protected 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1839 1838 1862 1847
Flt Permitted 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1839 1838 1861 1842
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 29 3 0 37 4 1 258 0 2 164 10
RTOR Reduction (vph) 020020000020
Lane Group Flow (vph) 0 30 0 0 39 0 0 259 0 0 174 0
Turn Type NA NA Perm NA Perm NA
Protected Phases 2684
Permitted Phases 8 4
Actuated Green, G (s) 15.5 15.5 15.5 15.5
Effective Green, g (s) 15.5 15.5 15.5 15.5
Actuated g/C Ratio 0.39 0.39 0.39 0.39
Clearance Time (s) 4.5 4.5 4.5 4.5
Vehicle Extension (s) 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 712 712 721 713
v/s Ratio Prot 0.02 c0.02
v/s Ratio Perm c0.14 0.09
v/c Ratio 0.04 0.05 0.36 0.24
Uniform Delay, d1 7.6 7.7 8.7 8.3
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.0 1.4 0.8
Delay (s) 7.7 7.7 10.1 9.1
Level of Service AABA
Approach Delay (s) 7.7 7.7 10.1 9.1
Approach LOS AABA
Intersection Summary
HCM 2000 Control Delay 9.4 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.24
Actuated Cycle Length (s) 40.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 28.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Pine Ave & W Ocean Blvd/E Ocean Blvd 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 9 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 1859 98 246 1194 85 181 74 175 87 47 95 Future Volume (veh/h) 81 1859 98 246 1194 85 181 74 175 87 47 95 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 2021 107 267 1298 92 197 80 190 95 51 103 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 22222222222
Cap, veh/h 334 2644 139 263 2997 930 256 488 413 163 63 215 Arrive On Green 0.04 0.53 0.53 0.18 1.00 1.00 0.09 0.26 0.26 0.14 0.14 0.14 Sat Flow, veh/h 1781 4965 262 1781 5106 1585 1781 1870 1585 833 467 1585 Grp Volume(v), veh/h 88 1383 745 267 1298 92 197 80 190 146 0 103 Grp Sat Flow(s),veh/h/ln1781 1702 1823 1781 1702 1585 1781 1870 1585 1299 0 1585 Q Serve(g_s), s 2.7 38.4 38.7 11.0 0.0 0.0 11.0 4.0 12.1 12.9 0.0 7.2 Cycle Q Clear(g_c), s 2.7 38.4 38.7 11.0 0.0 0.0 11.0 4.0 12.1 13.1 0.0 7.2 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 0.65 1.00
Lane Grp Cap(c), veh/h 334 1813 971 263 2997 930 256 488 413 226 0 215 V/C Ratio(X) 0.26 0.76 0.77 1.01 0.43 0.10 0.77 0.16 0.46 0.65 0.00 0.48 Avail Cap(c_a), veh/h 430 1813 971 263 2997 930 256 784 664 431 0 466 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00 0.98 0.00 0.98 Uniform Delay (d), s/veh 11.7 22.1 22.2 28.7 0.0 0.0 40.0 34.2 37.2 50.4 0.0 47.9 Incr Delay (d2), s/veh 0.2 3.1 5.8 55.9 0.4 0.2 12.1 0.2 0.8 3.0 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.1 15.6 17.6 11.0 0.1 0.0 5.8 1.8 4.8 4.4 0.0 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.8 25.2 28.0 84.6 0.4 0.2 52.1 34.4 38.0 53.5 0.0 49.5 LnGrp LOS B C C F A A DCDDAD
Approach Vol, veh/h 2216 1657 467 249
Approach Delay, s/veh 25.6 14.0 43.4 51.8
Approach LOS C B D D
Timer - Assigned Phs 1 23456 8
Phs Duration (G+Y+Rc), s15.0 69.0 15.0 21.0 8.5 75.5 36.0 Change Period (Y+Rc), s 4.0 5.1 4.0 * 4.7 4.0 5.1 * 4.7 Max Green Setting (Gmax), s 11.0 44.9 11.0 * 35 11.0 44.9 * 50 Max Q Clear Time (g_c+I1), s 13.0 40.7 13.0 15.1 4.7 2.0 14.1 Green Ext Time (p_c), s 0.0 3.9 0.0 1.2 0.0 19.4 1.1
Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
10: Locust Ave & E 8th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 10 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 77 10 0 33 10 5 17 2 2 15 8
Future Volume (veh/h) 0 77 10 0 33 10 5 17 2 2 15 8
Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 0 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 84 11 0 36 11 5 18 2 2 16 9
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, % 0 22022222222
Cap, veh/h 0 994 130 0 843 258 470 463 51 475 315 177
Arrive On Green 0.00 0.61 0.61 0.00 0.61 0.61 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 0 1620 212 0 1375 420 1386 1654 184 1392 1124 632 Grp Volume(v), veh/h 0 0 95 0 0 47 5 0 20 2 0 25
Grp Sat Flow(s),veh/h/ln 0 0 1832 0 0 1795 1386 0 1837 1392 0 1757 Q Serve(g_s), s 0.0 0.0 1.6 0.0 0.0 0.8 0.2 0.0 0.6 0.1 0.0 0.8 Cycle Q Clear(g_c), s 0.0 0.0 1.6 0.0 0.0 0.8 1.0 0.0 0.6 0.7 0.0 0.8 Prop In Lane 0.00 0.12 0.00 0.23 1.00 0.10 1.00 0.36
Lane Grp Cap(c), veh/h 0 0 1124 0 0 1101 470 0 514 475 0 492 V/C Ratio(X) 0.00 0.00 0.08 0.00 0.00 0.04 0.01 0.00 0.04 0.00 0.00 0.05 Avail Cap(c_a), veh/h 0 0 1124 0 0 1101 470 0 514 475 0 492 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 5.9 0.0 0.0 5.8 20.1 0.0 19.7 19.9 0.0 19.7 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.1 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 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.6 0.0 0.0 0.3 0.1 0.0 0.3 0.0 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 6.1 0.0 0.0 5.8 20.1 0.0 19.8 19.9 0.0 19.8 LnGrp LOS A AAAAACABBAB
Approach Vol, veh/h 95 47 25 27
Approach Delay, s/veh 6.1 5.8 19.9 19.8
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 50.0 25.0 50.0 25.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 46.0 21.0 46.0 21.0
Max Q Clear Time (g_c+I1), s 3.6 2.8 2.8 3.0
Green Ext Time (p_c), s 0.8 0.0 0.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 9.7
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
11: Locust Ave & E 7th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 11 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 7 595 32 10 9 0 0 10 14
Future Volume (veh/h) 0 0 0 7 595 32 10 9 0 0 10 14
Initial Q (Qb), veh 000000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 8 647 35 11 10 0 0 11 15
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 36 3056 170 285 238 0 0 524 444
Arrive On Green 0.20 0.20 0.20 0.28 0.28 0.00 0.00 0.28 0.28 Sat Flow, veh/h 59 5049 281 756 849 0 0 1870 1585
Grp Volume(v), veh/h 253 210 226 21 0 0 0 11 15
Grp Sat Flow(s),veh/h/ln 1867 1702 1820 1605 0 0 0 1870 1585 Q Serve(g_s), s 8.5 7.7 7.8 0.0 0.0 0.0 0.0 0.3 0.5
Cycle Q Clear(g_c), s 8.5 7.7 7.8 0.6 0.0 0.0 0.0 0.3 0.5 Prop In Lane 0.03 0.15 0.52 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1130 1030 1102 523 0 0 0 524 444 V/C Ratio(X) 0.22 0.20 0.21 0.04 0.00 0.00 0.00 0.02 0.03 Avail Cap(c_a), veh/h 1130 1030 1102 523 0 0 0 524 444
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.3 14.9 15.0 19.7 0.0 0.0 0.0 19.6 19.6 Incr Delay (d2), s/veh 0.4 0.4 0.4 0.1 0.0 0.0 0.0 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.1 3.4 0.3 0.0 0.0 0.0 0.1 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.7 15.3 15.3 19.8 0.0 0.0 0.0 19.6 19.8 LnGrp LOS BBBBAAABB
Approach Vol, veh/h 690 21 26
Approach Delay, s/veh 15.5 19.8 19.7
Approach LOS B B B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 50.0 25.0 25.0
Change Period (Y+Rc), s 4.6 4.0 4.0
Max Green Setting (Gmax), s 45.4 21.0 21.0
Max Q Clear Time (g_c+I1), s 10.5 2.6 2.5
Green Ext Time (p_c), s 6.8 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 15.7
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
12: E 6th St & Locust Ave 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 15 1150 0 0 16 0
Future Volume (veh/h) 15 1150 0 0 16 0
Initial Q (Qb), veh 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00
Work Zone On Approach No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0
Adj Flow Rate, veh/h 16 1250 17 0
Peak Hour Factor 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 0
Cap, veh/h 75 4630 0 0
Arrive On Green 0.31 0.31 0.00 0.00
Sat Flow, veh/h 27 5086 0
Grp Volume(v), veh/h 476 790 0.0
Grp Sat Flow(s),veh/h/ln1862 1549
Q Serve(g_s), s 0.0 14.4
Cycle Q Clear(g_c), s 14.4 14.4
Prop In Lane 0.03
Lane Grp Cap(c), veh/h 1797 2908
V/C Ratio(X) 0.26 0.27
Avail Cap(c_a), veh/h 1797 2908
HCM Platoon Ratio 0.33 0.33
Upstream Filter(I) 0.87 0.87
Uniform Delay (d), s/veh 6.5 6.6
Incr Delay (d2), s/veh 0.3 0.2
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln2.4 2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.9 6.8
LnGrp LOS A A
Approach Vol, veh/h 1266
Approach Delay, s/veh 6.8
Approach LOS A
Timer - Assigned Phs 2
Phs Duration (G+Y+Rc), s 75.0
Change Period (Y+Rc), s 4.6
Max Green Setting (Gmax), s 45.4
Max Q Clear Time (g_c+I1), s 16.4
Green Ext Time (p_c), s 14.2
Intersection Summary
HCM 6th Ctrl Delay 6.8
HCM 6th LOS A
HCM 6th AWSC
13: The Promenade & E 5th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

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Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 40 44 21 65 21 48
Future Vol, veh/h 40 44 21 65 21 48
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 2 22222
Mvmt Flow 43 48 23 71 23 52
Number of Lanes 1 00110
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach RightNB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 7.3 7.7 7.3

HCM LOS A A A

Lane NBLn1 EBLn1WBLn1
Vol Left, % 30% 0% 24%
Vol Thru, % 0% 48% 76%
Vol Right, % 70% 52% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 69 84 86
LT Vol 21 0 21
Through Vol 0 40 65
RT Vol 48 44 0
Lane Flow Rate 75 91 93
Geometry Grp 1 1 1
Degree of Util (X) 0.081 0.097 0.109
Departure Headway (Hd) 3.892 3.823 4.185
Convergence, Y/N Yes Yes Yes
Cap 908 931 853
Service Time 1.972 1.873 2.227
HCM Lane V/C Ratio 0.083 0.098 0.109
HCM Control Delay 7.3 7.3 7.7
HCM Lane LOS A A A
HCM 95th-tile Q 0.3 0.3 0.4
HCM 6th AWSC
14: The Promenade N/The Promenade & E 4th St 08/25/2022 8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

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Intersection
Intersection Delay, s/veh 9.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 236 1 3 196 53 0 0 0 42 0 28
Future Vol, veh/h 20 236 1 3 196 53 0 0 0 42 0 28
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222222222
Mvmt Flow 22 257 1 3 213 58 0 0 0 46 0 30
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9.7 9.4 0 8.6

HCM LOS A A - A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 0% 8% 1% 60%
Vol Thru, % 100% 92% 78% 0%
Vol Right, % 0% 0% 21% 40%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 0 257 252 70
LT Vol 0 20 3 42
Through Vol 0 236 196 0
RT Vol 0 1 53 28
Lane Flow Rate 0 279 274 76
Geometry Grp 1111
Degree of Util (X) 0 0.343 0.327 0.106
Departure Headway (Hd) 5.255 4.421 4.298 5.009
Convergence, Y/N Yes Yes Yes Yes
Cap 0 816 838 714
Service Time 3.301 2.443 2.32 3.045
HCM Lane V/C Ratio 0 0.342 0.327 0.106
HCM Control Delay 8.3 9.7 9.4 8.6
HCM Lane LOS N A A A
HCM 95th-tile Q 0 1.5 1.4 0.4
HCM 6th Signalized Intersection Summary
15: E 3rd St & The Promenade N 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 15 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 13 665 0 29 00000
Future Volume (veh/h) 0 0 0 13 665 0 29 00000
Initial Q (Qb), veh 000000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 14 723 0 32 00000
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 1503 2998 0 151 0 0 0 73 0
Arrive On Green 0.28 0.28 0.00 0.04 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1781 3647 0 1418 0 0 0 1870 0
Grp Volume(v), veh/h 14 723 0 32 00000
Grp Sat Flow(s),veh/h/ln 1781 1777 0 1418 0 0 0 1870 0
Q Serve(g_s), s 0.4 11.8 0.0 1.7 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.4 11.8 0.0 1.7 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 1503 2998 0 151 0 0 0 73 0
V/C Ratio(X) 0.01 0.24 0.00 0.21 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 1503 2998 0 489 0 0 0 519 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 4.4 8.5 0.0 35.4 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.8 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 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.6 0.0 0.6 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.4 8.7 0.0 36.3 0.0 0.0 0.0 0.0 0.0 LnGrp LOS A A A D AAAAA
Approach Vol, veh/h 737 32 0
Approach Delay, s/veh 8.6 36.3 0.0
Approach LOS A D
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 67.9 7.1 7.1
Change Period (Y+Rc), s 4.6 * 4.2 * 4.2
Max Green Setting (Gmax), s 45.4 * 21 * 21
Max Q Clear Time (g_c+I1), s 13.8 3.7 0.0
Green Ext Time (p_c), s 8.1 0.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 9.7
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
16: Long Beach Blvd & E 8th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 16 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 27 22 3 12 15 33 719 36 42 589 11 Future Volume (veh/h) 20 27 22 3 12 15 33 719 36 42 589 11 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 22 29 24 3 13 16 36 782 39 46 640 12 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 22222222222
Cap, veh/h 217 60 50 198 49 60 43 2176 108 55 2279 43
Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.02 0.63 0.63 0.03 0.64 0.64 Sat Flow, veh/h 1381 946 783 1351 763 939 1781 3445 172 1781 3568 67 Grp Volume(v), veh/h 22 0 53 3 0 29 36 403 418 46 319 333 Grp Sat Flow(s),veh/h/ln1381 0 1729 1351 0 1701 1781 1777 1839 1781 1777 1858 Q Serve(g_s), s 0.7 0.0 1.4 0.1 0.0 0.8 1.0 5.1 5.1 1.2 3.7 3.8 Cycle Q Clear(g_c), s 1.5 0.0 1.4 1.5 0.0 0.8 1.0 5.1 5.1 1.2 3.7 3.8 Prop In Lane 1.00 0.45 1.00 0.55 1.00 0.09 1.00 0.04
Lane Grp Cap(c), veh/h 217 0 110 198 0 108 43 1122 1162 55 1135 1187 V/C Ratio(X) 0.10 0.00 0.48 0.02 0.00 0.27 0.85 0.36 0.36 0.84 0.28 0.28 Avail Cap(c_a), veh/h 972 0 1056 937 0 1039 113 1122 1162 113 1135 1187 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.9 0.0 21.5 22.2 0.0 21.2 23.1 4.2 4.2 22.9 3.8 3.8 Incr Delay (d2), s/veh 0.1 0.0 1.2 0.0 0.0 1.0 15.3 0.9 0.9 11.6 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.0 0.6 0.0 0.0 0.3 0.5 1.3 1.3 0.6 0.9 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.0 0.0 22.7 22.2 0.0 22.1 38.4 5.1 5.0 34.5 4.4 4.4 LnGrp LOS C A C C A C D A A C A A
Approach Vol, veh/h 75 32 857 698
Approach Delay, s/veh 22.5 22.2 6.4 6.4
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s5.1 34.3 8.0 5.5 34.0 8.0
Change Period (Y+Rc), s 4.0 4.0 5.0 4.0 4.0 5.0
Max Green Setting (Gmax), s 3.0 30.0 29.0 3.0 30.0 29.0 Max Q Clear Time (g_c+I1), s 3.0 5.8 3.5 3.2 7.1 3.5
Green Ext Time (p_c), s 0.0 5.9 0.1 0.0 7.7 0.2
Intersection Summary
HCM 6th Ctrl Delay 7.4
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
17: E 7th St & Long Beach Blvd 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 17 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 121 504 123 101 755 0 0 601 37 Future Volume (veh/h) 0 0 0 121 504 123 101 755 0 0 601 37 Initial Q (Qb), veh 000000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 132 548 134 110 821 0 0 653 40
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 383 1096 340 138 2307 0 0 1842 822
Arrive On Green 0.21 0.21 0.21 0.15 1.00 0.00 0.00 0.52 0.52 Sat Flow, veh/h 1781 5106 1585 1781 3647 0 0 3647 1585
Grp Volume(v), veh/h 132 548 134 110 821 0 0 653 40
Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 4.7 7.1 5.4 4.5 0.0 0.0 0.0 8.1 0.9
Cycle Q Clear(g_c), s 4.7 7.1 5.4 4.5 0.0 0.0 0.0 8.1 0.9 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 383 1096 340 138 2307 0 0 1842 822 V/C Ratio(X) 0.35 0.50 0.39 0.80 0.36 0.00 0.00 0.35 0.05 Avail Cap(c_a), veh/h 829 2376 738 143 2307 0 0 1842 822 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.81 0.81 0.00 0.00 0.98 0.98 Uniform Delay (d), s/veh 25.0 25.9 25.3 31.1 0.0 0.0 0.0 10.7 8.9 Incr Delay (d2), s/veh 0.8 0.5 1.1 19.8 0.3 0.0 0.0 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 2.8 2.1 2.5 0.1 0.0 0.0 3.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.7 26.4 26.3 50.9 0.3 0.0 0.0 11.2 9.0 LnGrp LOS CCCD AAABA
Approach Vol, veh/h 814 931 693
Approach Delay, s/veh 26.3 6.3 11.1
Approach LOS C A B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s9.8 44.0 21.2 53.8
Change Period (Y+Rc), s 4.0 5.1 5.1 5.1
Max Green Setting (Gmax), s 6.0 19.9 34.9 29.9
Max Q Clear Time (g_c+I1), s 6.5 10.1 9.1 2.0
Green Ext Time (p_c), s 0.0 3.7 7.0 7.7
Intersection Summary
HCM 6th Ctrl Delay 14.3
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
18: Long Beach Blvd & E 6th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 18 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 127 950 98 0 0 0 0 646 52 134 596 0 Future Volume (veh/h) 127 950 98 0 0 0 0 646 52 134 596 0 Initial Q (Qb), veh 0 0 0 000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 138 1033 107 0 702 57 146 648 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 022220
Cap, veh/h 640 1834 569 0 1400 625 143 1874 0
Arrive On Green 0.12 0.12 0.12 0.00 0.79 0.79 0.16 1.00 0.00 Sat Flow, veh/h 1781 5106 1585 0 3647 1585 1781 3647 0
Grp Volume(v), veh/h 138 1033 107 0 702 57 146 648 0
Grp Sat Flow(s),veh/h/ln1781 1702 1585 0 1777 1585 1781 1777 0 Q Serve(g_s), s 5.3 14.3 4.6 0.0 5.2 0.6 6.0 0.0 0.0
Cycle Q Clear(g_c), s 5.3 14.3 4.6 0.0 5.2 0.6 6.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 640 1834 569 0 1400 625 143 1874 0 V/C Ratio(X) 0.22 0.56 0.19 0.00 0.50 0.09 1.02 0.35 0.00 Avail Cap(c_a), veh/h 843 2417 750 0 1400 625 143 1874 0 HCM Platoon Ratio 0.33 0.33 0.33 1.00 2.00 2.00 2.00 2.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.00 1.00 1.00 0.92 0.92 0.00 Uniform Delay (d), s/veh 23.5 27.5 23.2 0.0 5.4 4.9 31.5 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.4 0.2 0.0 1.3 0.3 78.9 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.3 6.5 4.2 0.0 1.5 0.2 5.4 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.7 27.9 23.4 0.0 6.6 5.2 110.4 0.5 0.0 LnGrp LOS C C C A A A F A A
Approach Vol, veh/h 1278 759 794
Approach Delay, s/veh 27.0 6.5 20.7
Approach LOS C A C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 43.6 31.4 10.0 33.6
Change Period (Y+Rc), s 4.0 4.5 4.0 4.0
Max Green Setting (Gmax), s 31.0 35.5 6.0 21.0
Max Q Clear Time (g_c+I1), s 2.0 16.3 8.0 7.2
Green Ext Time (p_c), s 5.9 10.6 0.0 4.9
Intersection Summary
HCM 6th Ctrl Delay 19.8
HCM 6th LOS B
HCM 6th TWSC
19: E 5th St & Long Beach Blvd 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 19 ends

Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 87 0 0 8 0 622 50 0 677 88
Future Vol, veh/h 0 0 87 0 0 8 0 622 50 0 677 88
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 ------
Veh in Median Storage, # - 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 22222222222
Mvmt Flow 0 0 95 0 0 9 0 676 54 0 736 96
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 416 - - 365 - 0 0 - - 0
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - 6.94 - - 6.94 ------
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - - 3.32 - - 3.32 ------
Pot Cap-1 Maneuver 0 0 585 0 0 632 0 - - 0 - -
Stage 1 0 0 - 0 0 - 0 - - 0 - -
Stage 2 0 0 - 0 0 - 0 - - 0 - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 585 - - 632 ------
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s 12.3 10.8 0 0

HCM LOS B B
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR
Capacity (veh/h) - - 585 632 - -
HCM Lane V/C Ratio - - 0.162 0.014 - -
HCM Control Delay (s) - - 12.3 10.8 - -
HCM Lane LOS - - B B - -
HCM 95th %tile Q(veh) - - 0.6 0 - -
HCM 6th Signalized Intersection Summary
20: Long Beach Blvd & E 4th St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 20 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 46 199 36 47 151 68 48 523 92 142 525 72 Future Volume (veh/h) 46 199 36 47 151 68 48 523 92 142 525 72 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 50 216 39 51 164 74 52 568 100 154 571 78 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, % 222222222222
Cap, veh/h 204 334 60 196 264 119 65 1606 282 143 1806 246 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.07 1.00 1.00 0.16 1.00 1.00 Sat Flow, veh/h 1142 1542 278 1125 1221 551 1781 3021 530 1781 3142 428 Grp Volume(v), veh/h 50 0 255 51 0 238 52 333 335 154 322 327 Grp Sat Flow(s),veh/h/ln 1142 0 1820 1125 0 1771 1781 1777 1775 1781 1777 1793 Q Serve(g_s), s 3.1 0.0 9.6 3.2 0.0 9.1 2.2 0.0 0.0 6.0 0.0 0.0 Cycle Q Clear(g_c), s 12.2 0.0 9.6 12.8 0.0 9.1 2.2 0.0 0.0 6.0 0.0 0.0 Prop In Lane 1.00 0.15 1.00 0.31 1.00 0.30 1.00 0.24
Lane Grp Cap(c), veh/h 204 0 394 196 0 383 65 945 944 143 1022 1031 V/C Ratio(X) 0.24 0.00 0.65 0.26 0.00 0.62 0.80 0.35 0.35 1.08 0.32 0.32 Avail Cap(c_a), veh/h 358 0 638 347 0 621 143 945 944 143 1022 1031 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 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.1 0.0 26.8 32.6 0.0 26.6 34.5 0.0 0.0 31.5 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 2.2 0.8 0.0 2.0 7.7 1.0 1.0 98.6 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 4.2 0.9 0.0 3.9 1.0 0.3 0.3 6.2 0.2 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.9 0.0 28.9 33.5 0.0 28.6 42.1 1.0 1.0 130.1 0.8 0.8 LnGrp LOS C A C C A C D A A F A A
Approach Vol, veh/h 305 289 720 803
Approach Delay, s/veh 29.6 29.4 4.0 25.6
Approach LOS C C A C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 47.3 20.9 10.0 44.1 20.9
Change Period (Y+Rc), s 4.0 * 4.2 * 4.7 4.0 * 4.2 * 4.7 Max Green Setting (Gmax), s 6.0 * 30 * 26 6.0 * 30 * 26 Max Q Clear Time (g_c+I1), s 4.2 2.0 14.8 8.0 2.0 14.2
Green Ext Time (p_c), s 0.0 6.2 1.4 0.0 6.5 1.5
Intersection Summary
HCM 6th Ctrl Delay 19.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
21: E 3rd St & Long Beach Blvd 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 21 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 12 484 101 99 566 0 0 479 148 Future Volume (veh/h) 0 0 0 12 484 101 99 566 0 0 479 148 Initial Q (Qb), veh 000000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 13 526 110 108 615 0 0 521 161
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 475 948 423 136 2156 0 0 1696 756
Arrive On Green 0.27 0.27 0.27 0.15 1.00 0.00 0.00 0.95 0.95 Sat Flow, veh/h 1781 3554 1585 1781 3647 0 0 3647 1585
Grp Volume(v), veh/h 13 526 110 108 615 0 0 521 161
Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 0.4 9.6 4.1 4.4 0.0 0.0 0.0 0.7 0.4
Cycle Q Clear(g_c), s 0.4 9.6 4.1 4.4 0.0 0.0 0.0 0.7 0.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 475 948 423 136 2156 0 0 1696 756 V/C Ratio(X) 0.03 0.56 0.26 0.80 0.29 0.00 0.00 0.31 0.21 Avail Cap(c_a), veh/h 834 1663 742 143 2156 0 0 1696 756 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 0.91 0.91 0.00 0.00 0.96 0.96 Uniform Delay (d), s/veh 20.3 23.7 21.7 31.2 0.0 0.0 0.0 0.9 0.9 Incr Delay (d2), s/veh 0.0 0.7 0.5 21.2 0.3 0.0 0.0 0.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 3.9 1.5 2.5 0.1 0.0 0.0 0.3 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.3 24.4 22.1 52.4 0.3 0.0 0.0 1.4 1.5 LnGrp LOS CCCD AAAAA
Approach Vol, veh/h 649 723 682
Approach Delay, s/veh 23.9 8.1 1.4
Approach LOS C A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s9.7 40.4 24.9 50.1
Change Period (Y+Rc), s 4.0 4.6 * 4.9 4.6
Max Green Setting (Gmax), s 6.0 20.4 * 35 30.4
Max Q Clear Time (g_c+I1), s 6.4 2.7 11.6 2.0
Green Ext Time (p_c), s 0.0 3.8 5.7 4.6
Intersection Summary
HCM 6th Ctrl Delay 10.9
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
22: Long Beach Blvd & E Broadway 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 22 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 184 850 103 0 0 0 0 449 55 137 350 0 Future Volume (veh/h) 184 850 103 0 0 0 0 449 55 137 350 0 Initial Q (Qb), veh 0 0 0 000000
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
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 200 924 112 0 488 60 149 380 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 022220
Cap, veh/h 687 1231 149 0 1208 148 224 1766 0
Arrive On Green 0.13 0.13 0.13 0.00 0.38 0.38 0.13 0.99 0.00 Sat Flow, veh/h 1781 3191 387 0 3280 390 3456 3647 0
Grp Volume(v), veh/h 200 514 522 0 271 277 149 380 0
Grp Sat Flow(s),veh/h/ln1781 1777 1801 0 1777 1800 1728 1777 0 Q Serve(g_s), s 7.6 21.0 21.0 0.0 8.4 8.5 3.1 0.1 0.0
Cycle Q Clear(g_c), s 7.6 21.0 21.0 0.0 8.4 8.5 3.1 0.1 0.0 Prop In Lane 1.00 0.21 0.00 0.22 1.00 0.00
Lane Grp Cap(c), veh/h 687 685 694 0 673 682 224 1766 0 V/C Ratio(X) 0.29 0.75 0.75 0.00 0.40 0.41 0.67 0.22 0.00 Avail Cap(c_a), veh/h 841 839 850 0 673 682 230 1766 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 0.81 0.81 0.81 0.00 0.99 0.99 0.94 0.94 0.00 Uniform Delay (d), s/veh 23.4 29.3 29.3 0.0 17.1 17.1 31.9 0.1 0.0 Incr Delay (d2), s/veh 0.2 2.5 2.4 0.0 1.8 1.8 5.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.4 10.3 10.4 0.0 3.5 3.6 1.4 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.6 31.7 31.7 0.0 18.8 18.9 37.0 0.4 0.0 LnGrp LOS C C C A B B D A A
Approach Vol, veh/h 1236 548 529
Approach Delay, s/veh 30.4 18.9 10.7
Approach LOS C B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 41.5 8.9 32.6 33.5
Change Period (Y+Rc), s * 4.2 4.0 * 4.2 4.6
Max Green Setting (Gmax), s * 31 5.0 * 22 35.4
Max Q Clear Time (g_c+I1), s 2.1 5.1 10.5 23.0
Green Ext Time (p_c), s 3.7 0.0 3.4 6.0
Intersection Summary
HCM 6th Ctrl Delay 23.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
23: Long Beach Blvd & E 1st St 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 23 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 16 4 12 22 5 54 6 417 36 67 404 28 Future Volume (veh/h) 16 4 12 22 5 54 6 417 36 67 404 28 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 17 4 13 24 5 59 7 453 39 73 439 30 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 22222222222
Cap, veh/h 155 16 34 226 25 108 13 1989 171 93 2294 1023 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.01 0.60 0.60 0.05 0.65 0.65 Sat Flow, veh/h 574 230 497 1253 360 1585 1781 3312 284 1781 3554 1585 Grp Volume(v), veh/h 34 0 0 29 0 59 7 242 250 73 439 30 Grp Sat Flow(s),veh/h/ln1301 0 0 1613 0 1585 1781 1777 1819 1781 1777 1585 Q Serve(g_s), s 0.7 0.0 0.0 0.0 0.0 1.7 0.2 2.9 3.0 1.9 2.3 0.3 Cycle Q Clear(g_c), s 1.4 0.0 0.0 0.7 0.0 1.7 0.2 2.9 3.0 1.9 2.3 0.3 Prop In Lane 0.50 0.38 0.83 1.00 1.00 0.16 1.00 1.00
Lane Grp Cap(c), veh/h 204 0 0 251 0 108 13 1067 1093 93 2294 1023 V/C Ratio(X) 0.17 0.00 0.00 0.12 0.00 0.55 0.53 0.23 0.23 0.78 0.19 0.03 Avail Cap(c_a), veh/h 990 0 0 1028 0 952 229 1067 1093 229 2294 1023 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.0 0.0 0.0 20.6 0.0 21.0 23.1 4.3 4.3 21.8 3.3 3.0 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.2 0.0 3.2 11.6 0.5 0.5 5.2 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 0.0 0.0 0.3 0.0 0.7 0.1 0.8 0.8 0.8 0.5 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.2 0.0 0.0 20.7 0.0 24.2 34.6 4.8 4.8 27.1 3.5 3.0 LnGrp LOS C A A C A C C A A C A A
Approach Vol, veh/h 34 88 499 542
Approach Delay, s/veh 21.2 23.1 5.2 6.7
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.3 34.1 8.2 6.4 32.0 8.2
Change Period (Y+Rc), s 4.0 4.0 5.0 4.0 4.0 5.0
Max Green Setting (Gmax), s 6.0 28.0 28.0 6.0 28.0 28.0 Max Q Clear Time (g_c+I1), s 2.2 4.3 3.7 3.9 5.0 3.4
Green Ext Time (p_c), s 0.0 4.3 0.2 0.0 4.2 0.1
Intersection Summary
HCM 6th Ctrl Delay 7.7
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
24: E Ocean Blvd & Long Beach Blvd 08/25/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 4 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 284 1855 1262 165 143 316
Future Volume (vph) 284 1855 1262 165 143 316
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Lane Util. Factor 1.00 0.91 0.91 1.00 0.97 0.91
Frt 1.00 1.00 1.00 0.85 0.92 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.98 1.00
Satd. Flow (prot) 1770 5085 5085 1583 3252 1441
Flt Permitted 0.14 1.00 1.00 1.00 0.98 1.00
Satd. Flow (perm) 260 5085 5085 1583 3252 1441
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 309 2016 1372 179 155 343
RTOR Reduction (vph) 0 0 0 74 155 154
Lane Group Flow (vph) 309 2016 1372 105 172 17
Turn Type pm+pt NA NA Perm Perm Perm
Protected Phases 5 2 6
Permitted Phases 2 6 4 4
Actuated Green, G (s) 97.6 97.6 70.5 70.5 11.6 11.6
Effective Green, g (s) 97.6 97.6 70.5 70.5 11.6 11.6
Actuated g/C Ratio 0.81 0.81 0.59 0.59 0.10 0.10
Clearance Time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Vehicle Extension (s) 2.0 4.0 4.0 4.0 3.0 3.0
Lane Grp Cap (vph) 502 4135 2987 930 314 139
v/s Ratio Prot c0.12 0.40 0.27
v/s Ratio Perm c0.38 0.07 c0.05 0.01
v/c Ratio 0.62 0.49 0.46 0.11 0.55 0.12
Uniform Delay, d1 13.9 3.5 14.0 10.9 51.7 49.5
Progression Factor 3.20 0.27 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.6 0.2 0.5 0.2 1.9 0.4
Delay (s) 45.1 1.1 14.5 11.2 53.6 49.9
Level of Service D A B B D D
Approach Delay (s) 6.9 14.1 52.4
Approach LOS A B D
Intersection Summary
HCM 2000 Control Delay 14.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.62
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 14.8 Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX J
OPENING YEAR (2027) AND OPENING YEAR (2027) PLUS PROJECT

QUEUING WORKSHEETS
Queues
2: Pine Ave & W 7th St/E 7th St 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 1 ends

Lane Group WBT NBL NBT SBT
Lane Group Flow (vph) 1093 60 64 117
v/c Ratio 0.40 0.14 0.10 0.18
Control Delay 4.8 15.9 15.0 13.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 4.8 15.9 15.0 13.3
Queue Length 50th (ft) 7 25 27 26
Queue Length 95th (ft) 90 59 61 60
Internal Link Dist (ft) 163 355 349
Turn Bay Length (ft) 80
Base Capacity (vph) 2719 436 640 635
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.40 0.14 0.10 0.18
Intersection Summary
Queues
3: Pine Ave & W 6th St/E 6th St 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 2 ends

Lane Group EBT NBT SBL SBT
Lane Group Flow (vph) 698 87 26 103
v/c Ratio 0.25 0.14 0.06 0.16
Control Delay 8.2 23.2 28.2 28.3
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 8.2 23.2 28.2 28.3
Queue Length 50th (ft) 50 35 10 38
Queue Length 95th (ft) 70 76 m30 81
Internal Link Dist (ft) 120 361 355
Turn Bay Length (ft) 80
Base Capacity (vph) 2743 641 452 645
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.25 0.14 0.06 0.16
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues
17: E 7th St & Long Beach Blvd 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 3 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 135 943 80 129 499 493 71
v/c Ratio 0.21 0.50 0.12 0.64 0.29 0.43 0.12
Control Delay 15.2 18.6 3.1 55.2 15.7 22.6 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.2 18.6 3.1 55.2 15.7 22.6 4.5
Queue Length 50th (ft) 41 120 0 66 68 100 0
Queue Length 95th (ft) 66 131 19 #165 128 148 22
Internal Link Dist (ft) 202 359 353
Turn Bay Length (ft) 180 80
Base Capacity (vph) 823 2366 784 202 1749 1155 576
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.16 0.40 0.10 0.64 0.29 0.43 0.12
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
18: Long Beach Blvd & E 6th St 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 4 ends

Lane Group EBL EBT EBR NBT NBR SBL SBT
Lane Group Flow (vph) 97 449 55 476 38 105 528
v/c Ratio 0.25 0.40 0.14 0.26 0.04 0.48 0.22
Control Delay 31.3 33.3 9.0 13.3 3.4 49.1 4.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.3 33.3 9.0 13.3 3.4 49.1 4.3
Queue Length 50th (ft) 49 82 0 70 1 54 27
Queue Length 95th (ft) 66 80 10 102 11 104 36
Internal Link Dist (ft) 419 445 359
Turn Bay Length (ft) 80 100
Base Capacity (vph) 837 2406 787 1825 855 219 2358
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.12 0.19 0.07 0.26 0.04 0.48 0.22
Intersection Summary
Queues
20: Long Beach Blvd & E 4th St 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 5 ends

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 33 139 49 206 23 380 70 482
v/c Ratio 0.22 0.42 0.23 0.60 0.18 0.19 0.41 0.21
Control Delay 28.0 27.5 27.5 28.7 44.2 3.4 36.3 13.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.0 27.5 27.5 28.7 44.2 3.4 36.3 13.4
Queue Length 50th (ft) 13 52 20 69 12 10 36 62
Queue Length 95th (ft) 34 92 45 121 36 23 76 114
Internal Link Dist (ft) 273 146 369 272
Turn Bay Length (ft) 40 80 145 100
Base Capacity (vph) 306 646 420 645 146 2027 179 2264
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.11 0.22 0.12 0.32 0.16 0.19 0.39 0.21 Intersection Summary
Queues
21: E 3rd St & Long Beach Blvd 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 6 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 22 624 68 84 345 354 135
v/c Ratio 0.04 0.56 0.12 0.44 0.17 0.24 0.18
Control Delay 16.0 23.1 3.7 42.0 7.4 12.8 3.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.0 23.1 3.7 42.0 7.4 12.8 3.3
Queue Length 50th (ft) 7 130 0 40 30 77 0
Queue Length 95th (ft) 19 151 18 86 60 35 0
Internal Link Dist (ft) 184 349 369
Turn Bay Length (ft) 160 140
Base Capacity (vph) 828 1656 783 195 1982 1496 747
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.03 0.38 0.09 0.43 0.17 0.24 0.18
Intersection Summary
Queues
22: Long Beach Blvd & E Broadway 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 7 ends

Lane Group EBL EBT NBT SBL SBT
Lane Group Flow (vph) 86 468 321 58 340
v/c Ratio 0.18 0.48 0.17 0.22 0.16
Control Delay 14.0 12.1 10.2 51.6 1.8
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 14.0 12.1 10.2 51.6 1.8
Queue Length 50th (ft) 17 28 41 15 6
Queue Length 95th (ft) 35 53 67 34 8
Internal Link Dist (ft) 823 349 349
Turn Bay Length (ft) 70 100
Base Capacity (vph) 835 1650 1872 267 2174
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.10 0.28 0.17 0.22 0.16
Intersection Summary
Queues
24: E Ocean Blvd & Long Beach Blvd 08/26/2022
3 - Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 8 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 175 742 2029 118 220 134
v/c Ratio 0.76 0.17 0.55 0.10 0.60 0.58
Control Delay 41.4 2.0 8.9 2.6 28.4 18.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.4 2.0 8.9 2.6 28.4 18.8
Queue Length 50th (ft) 79 28 218 6 33 0
Queue Length 95th (ft) 153 43 358 30 71 65
Internal Link Dist (ft) 840 283 379
Turn Bay Length (ft) 175 130
Base Capacity (vph) 327 4245 3696 1173 1261 611
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.54 0.17 0.55 0.10 0.17 0.22
Intersection Summary
Queues
2: Pine Ave & W 7th St/E 7th St 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 1 ends

Lane Group WBT NBL NBT SBT
Lane Group Flow (vph) 696 52 129 170
v/c Ratio 0.26 0.13 0.20 0.27
Control Delay 3.0 24.0 24.5 17.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 3.0 24.0 24.5 17.0
Queue Length 50th (ft) 15 21 53 49
Queue Length 95th (ft) 17 m50 101 94
Internal Link Dist (ft) 163 355 349
Turn Bay Length (ft) 80
Base Capacity (vph) 2720 401 640 635
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.26 0.13 0.20 0.27
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues
3: Pine Ave & W 6th St/E 6th St 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 2 ends

Lane Group EBT NBT SBL SBT
Lane Group Flow (vph) 1341 217 23 150
v/c Ratio 0.49 0.34 0.06 0.23
Control Delay 11.0 22.7 12.2 13.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 11.0 22.7 12.2 13.6
Queue Length 50th (ft) 126 60 8 52
Queue Length 95th (ft) 160 96 26 102
Internal Link Dist (ft) 120 361 355
Turn Bay Length (ft) 80
Base Capacity (vph) 2752 640 359 645
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.49 0.34 0.06 0.23
Intersection Summary
Queues
17: E 7th St & Long Beach Blvd 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 3 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 115 548 134 110 816 651 40
v/c Ratio 0.26 0.42 0.29 0.49 0.38 0.43 0.05
Control Delay 22.4 23.8 9.7 37.2 17.0 17.8 0.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.4 23.8 9.7 37.2 17.0 17.8 0.8
Queue Length 50th (ft) 44 79 16 57 151 105 0
Queue Length 95th (ft) 71 92 49 m90 213 193 4
Internal Link Dist (ft) 202 359 353
Turn Bay Length (ft) 180 80
Base Capacity (vph) 823 2366 784 225 2158 1517 729
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.14 0.23 0.17 0.49 0.38 0.43 0.05
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues
18: Long Beach Blvd & E 6th St 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 4 ends

Lane Group EBL EBT EBR NBT NBR SBL SBT
Lane Group Flow (vph) 134 1005 96 702 57 146 629
v/c Ratio 0.19 0.50 0.14 0.63 0.10 0.67 0.36
Control Delay 16.4 22.0 4.1 14.2 0.8 60.5 6.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.4 22.0 4.1 14.2 0.8 60.5 6.2
Queue Length 50th (ft) 36 98 0 59 1 52 32
Queue Length 95th (ft) 48 91 17 85 3 #193 42
Internal Link Dist (ft) 419 445 359
Turn Bay Length (ft) 80 100
Base Capacity (vph) 837 2406 799 1116 553 219 1744
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.16 0.42 0.12 0.63 0.10 0.67 0.36
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
20: Long Beach Blvd & E 4th St 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 5 ends

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 50 261 51 234 39 668 142 591
v/c Ratio 0.27 0.65 0.31 0.57 0.27 0.42 0.53 0.29
Control Delay 26.5 32.5 28.3 27.2 55.2 7.3 33.7 16.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.5 32.5 28.3 27.2 55.2 7.3 33.7 16.0
Queue Length 50th (ft) 20 106 20 83 20 10 71 90
Queue Length 95th (ft) 44 160 46 134 50 23 #138 154
Internal Link Dist (ft) 273 146 369 272
Turn Bay Length (ft) 40 80 145 100
Base Capacity (vph) 299 646 263 644 156 1609 269 2015
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.17 0.40 0.19 0.36 0.25 0.42 0.53 0.29 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
21: E 3rd St & Long Beach Blvd 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 6 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 13 526 108 108 604 510 118
v/c Ratio 0.03 0.51 0.20 0.48 0.29 0.36 0.17
Control Delay 17.4 23.6 4.9 34.7 18.2 15.9 3.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.4 23.6 4.9 34.7 18.2 15.9 3.1
Queue Length 50th (ft) 5 111 0 49 129 62 0
Queue Length 95th (ft) 15 135 29 96 186 64 6
Internal Link Dist (ft) 184 349 369
Turn Bay Length (ft) 160 140
Base Capacity (vph) 828 1656 798 225 2056 1417 704
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.02 0.32 0.14 0.48 0.29 0.36 0.17
Intersection Summary
Queues
22: Long Beach Blvd & E Broadway 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 7 ends

Lane Group EBL EBT NBT SBL SBT
Lane Group Flow (vph) 193 1036 544 146 373
v/c Ratio 0.26 0.71 0.46 0.53 0.22
Control Delay 8.6 11.5 21.5 43.2 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 8.6 11.5 21.5 43.2 1.4
Queue Length 50th (ft) 33 92 105 8 2
Queue Length 95th (ft) 47 103 154 #74 3
Internal Link Dist (ft) 823 349 349
Turn Bay Length (ft) 70 100
Base Capacity (vph) 835 1656 1178 273 1658
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.23 0.63 0.46 0.53 0.22
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
24: E Ocean Blvd & Long Beach Blvd 08/26/2022
4 - Opening Year PM Mosaic Project 8:34 am 08/24/2022 Synchro 11 Report

Page 8 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 309 2016 1372 175 320 171
v/c Ratio 0.61 0.49 0.46 0.17 0.70 0.59
Control Delay 37.9 1.1 15.1 2.4 32.1 16.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 37.9 1.1 15.1 2.4 32.1 16.0
Queue Length 50th (ft) 143 26 203 0 57 0
Queue Length 95th (ft) m158 m29 287 34 101 71
Internal Link Dist (ft) 840 283 379
Turn Bay Length (ft) 175 130
Base Capacity (vph) 504 4152 3004 1006 1293 634
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.61 0.49 0.46 0.17 0.25 0.27
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues
2: Pine Ave & W 7th St/E 7th St 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 1 ends

Lane Group WBT NBL NBT SBT
Lane Group Flow (vph) 1093 85 71 126
v/c Ratio 0.40 0.20 0.11 0.20
Control Delay 4.8 14.8 13.1 14.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 4.8 14.8 13.1 14.0
Queue Length 50th (ft) 7 35 26 30
Queue Length 95th (ft) 90 76 52 66
Internal Link Dist (ft) 163 355 349
Turn Bay Length (ft) 80
Base Capacity (vph) 2719 433 640 635
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.40 0.20 0.11 0.20
Intersection Summary
Queues
3: Pine Ave & W 6th St/E 6th St 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 2 ends

Lane Group EBT NBT SBL SBT
Lane Group Flow (vph) 762 118 35 103
v/c Ratio 0.28 0.18 0.08 0.16
Control Delay 8.6 22.2 29.5 29.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 8.6 22.2 29.5 29.6
Queue Length 50th (ft) 57 47 13 40
Queue Length 95th (ft) 79 92 m38 82
Internal Link Dist (ft) 120 361 355
Turn Bay Length (ft) 80
Base Capacity (vph) 2744 642 439 645
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.28 0.18 0.08 0.16
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues
17: E 7th St & Long Beach Blvd 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 3 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 176 943 80 129 505 503 71
v/c Ratio 0.27 0.49 0.12 0.65 0.29 0.44 0.12
Control Delay 15.8 18.3 3.0 55.7 17.0 23.0 4.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 15.8 18.3 3.0 55.7 17.0 23.0 4.5
Queue Length 50th (ft) 54 118 0 66 72 103 0
Queue Length 95th (ft) 83 131 19 #164 144 152 22
Internal Link Dist (ft) 202 359 353
Turn Bay Length (ft) 180 80
Base Capacity (vph) 823 2366 784 199 1729 1141 570
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.21 0.40 0.10 0.65 0.29 0.44 0.12
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
18: Long Beach Blvd & E 6th St 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 4 ends

Lane Group EBL EBT EBR NBT NBR SBL SBT
Lane Group Flow (vph) 103 480 78 476 38 105 579
v/c Ratio 0.25 0.41 0.18 0.27 0.05 0.48 0.25
Control Delay 28.9 31.4 10.1 13.6 3.2 48.6 5.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 28.9 31.4 10.1 13.6 3.2 48.6 5.3
Queue Length 50th (ft) 52 89 0 71 0 53 36
Queue Length 95th (ft) 64 78 11 100 10 103 49
Internal Link Dist (ft) 419 445 359
Turn Bay Length (ft) 80 100
Base Capacity (vph) 837 2406 790 1789 840 219 2322
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.12 0.20 0.10 0.27 0.05 0.48 0.25
Intersection Summary
Queues
20: Long Beach Blvd & E 4th St 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 5 ends

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 33 139 49 218 54 380 79 535
v/c Ratio 0.22 0.41 0.22 0.62 0.34 0.19 0.43 0.25
Control Delay 27.4 26.5 26.6 29.6 47.8 3.7 38.1 14.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 27.4 26.5 26.6 29.6 47.8 3.7 38.1 14.4
Queue Length 50th (ft) 13 52 20 76 28 10 39 76
Queue Length 95th (ft) 34 91 44 128 63 25 83 123
Internal Link Dist (ft) 273 146 369 272
Turn Bay Length (ft) 40 80 145 100
Base Capacity (vph) 295 646 422 644 167 1982 189 2107
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.11 0.22 0.12 0.34 0.32 0.19 0.42 0.25 Intersection Summary
Queues
21: E 3rd St & Long Beach Blvd 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 6 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 22 624 74 84 371 368 172
v/c Ratio 0.04 0.56 0.13 0.44 0.19 0.25 0.22
Control Delay 16.0 23.1 4.2 41.3 7.5 10.5 2.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.0 23.1 4.2 41.3 7.5 10.5 2.2
Queue Length 50th (ft) 7 130 0 39 31 31 0
Queue Length 95th (ft) 19 151 21 86 65 35 0
Internal Link Dist (ft) 184 349 369
Turn Bay Length (ft) 160 140
Base Capacity (vph) 828 1656 783 195 1982 1496 768
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.03 0.38 0.09 0.43 0.19 0.25 0.22
Intersection Summary
Queues
22: Long Beach Blvd & E Broadway 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 7 ends

Lane Group EBL EBT NBT SBL SBT
Lane Group Flow (vph) 100 468 333 62 350
v/c Ratio 0.21 0.48 0.18 0.23 0.16
Control Delay 14.1 12.0 10.4 50.8 1.7
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 14.1 12.0 10.4 50.8 1.7
Queue Length 50th (ft) 20 28 43 16 6
Queue Length 95th (ft) 39 52 71 36 8
Internal Link Dist (ft) 823 349 349
Turn Bay Length (ft) 70 100
Base Capacity (vph) 835 1650 1868 271 2174
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.12 0.28 0.18 0.23 0.16
Intersection Summary
Queues
24: E Ocean Blvd & Long Beach Blvd 08/26/2022
7 - Opening Year Plus Project AM Mosaic Project 10:37 am 08/24/2022 Synchro 11 Report

Page 8 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 178 742 2029 127 228 136
v/c Ratio 0.76 0.18 0.55 0.11 0.61 0.58
Control Delay 41.7 2.0 9.1 2.6 28.9 18.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 41.7 2.0 9.1 2.6 28.9 18.6
Queue Length 50th (ft) 81 28 223 7 35 0
Queue Length 95th (ft) 156 43 364 32 73 65
Internal Link Dist (ft) 840 283 379
Turn Bay Length (ft) 175 130
Base Capacity (vph) 326 4237 3679 1170 1263 612
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.55 0.18 0.55 0.11 0.18 0.22
Intersection Summary
Queues
2: Pine Ave & W 7th St/E 7th St 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 1 ends

Lane Group WBT NBL NBT SBT
Lane Group Flow (vph) 696 65 137 174
v/c Ratio 0.26 0.16 0.21 0.27
Control Delay 3.0 25.6 25.6 17.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 3.0 25.6 25.6 17.2
Queue Length 50th (ft) 15 27 58 51
Queue Length 95th (ft) 17 m62 108 97
Internal Link Dist (ft) 163 355 349
Turn Bay Length (ft) 80
Base Capacity (vph) 2720 398 640 635
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.26 0.16 0.21 0.27
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues
3: Pine Ave & W 6th St/E 6th St 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 2 ends

Lane Group EBT NBT SBL SBT
Lane Group Flow (vph) 1366 238 27 150
v/c Ratio 0.50 0.37 0.08 0.23
Control Delay 11.1 23.4 12.3 13.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 11.1 23.4 12.3 13.5
Queue Length 50th (ft) 130 69 9 52
Queue Length 95th (ft) 164 111 28 101
Internal Link Dist (ft) 120 361 355
Turn Bay Length (ft) 80
Base Capacity (vph) 2752 640 341 645
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.50 0.37 0.08 0.23
Intersection Summary
Queues
17: E 7th St & Long Beach Blvd 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 3 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 132 548 134 110 821 653 40
v/c Ratio 0.29 0.41 0.28 0.49 0.38 0.44 0.06
Control Delay 22.4 23.2 9.4 37.5 17.5 18.3 0.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.4 23.2 9.4 37.5 17.5 18.3 0.8
Queue Length 50th (ft) 51 79 16 57 150 105 0
Queue Length 95th (ft) 79 90 48 m89 217 197 4
Internal Link Dist (ft) 202 359 353
Turn Bay Length (ft) 180 80
Base Capacity (vph) 823 2366 784 225 2134 1494 719
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.16 0.23 0.17 0.49 0.38 0.44 0.06
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

Queues
18: Long Beach Blvd & E 6th St 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 4 ends

Lane Group EBL EBT EBR NBT NBR SBL SBT
Lane Group Flow (vph) 138 1033 107 702 57 146 648
v/c Ratio 0.20 0.51 0.15 0.63 0.10 0.68 0.38
Control Delay 16.0 21.5 3.9 14.1 0.8 62.3 6.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.0 21.5 3.9 14.1 0.8 62.3 6.8
Queue Length 50th (ft) 33 91 0 60 1 53 36
Queue Length 95th (ft) 51 96 19 85 3 #194 48
Internal Link Dist (ft) 419 445 359
Turn Bay Length (ft) 80 100
Base Capacity (vph) 837 2406 805 1108 550 214 1725
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.16 0.43 0.13 0.63 0.10 0.68 0.38
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
20: Long Beach Blvd & E 4th St 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 5 ends

Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 50 255 51 238 52 668 154 649
v/c Ratio 0.28 0.64 0.31 0.59 0.34 0.43 0.52 0.32
Control Delay 27.2 32.5 28.4 28.1 56.0 7.8 33.6 15.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 27.2 32.5 28.4 28.1 56.0 7.8 33.6 15.3
Queue Length 50th (ft) 20 103 20 86 27 10 76 95
Queue Length 95th (ft) 45 157 46 138 62 23 #152 163
Internal Link Dist (ft) 273 146 369 272
Turn Bay Length (ft) 40 80 145 100
Base Capacity (vph) 290 646 267 643 166 1568 296 2008
Starvation Cap Reductn 00000000
Spillback Cap Reductn 00000000
Storage Cap Reductn 00000000
Reduced v/c Ratio 0.17 0.39 0.19 0.37 0.31 0.43 0.52 0.32 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
21: E 3rd St & Long Beach Blvd 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 6 ends

Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Group Flow (vph) 13 526 110 108 615 521 161
v/c Ratio 0.03 0.51 0.20 0.48 0.30 0.37 0.22
Control Delay 17.4 23.6 4.9 34.7 18.1 15.7 3.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.4 23.6 4.9 34.7 18.1 15.7 3.0
Queue Length 50th (ft) 5 111 0 49 131 61 0
Queue Length 95th (ft) 15 135 30 96 188 64 6
Internal Link Dist (ft) 184 349 369
Turn Bay Length (ft) 160 140
Base Capacity (vph) 828 1656 799 225 2056 1417 730
Starvation Cap Reductn 0000000
Spillback Cap Reductn 0000000
Storage Cap Reductn 0000000
Reduced v/c Ratio 0.02 0.32 0.14 0.48 0.30 0.37 0.22
Intersection Summary
Queues
22: Long Beach Blvd & E Broadway 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 7 ends

Lane Group EBL EBT NBT SBL SBT
Lane Group Flow (vph) 200 1036 548 149 380
v/c Ratio 0.27 0.71 0.47 0.54 0.23
Control Delay 8.7 11.5 21.6 44.4 1.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 8.7 11.5 21.6 44.4 1.4
Queue Length 50th (ft) 34 91 106 10 2
Queue Length 95th (ft) 49 102 155 #75 3
Internal Link Dist (ft) 823 349 349
Turn Bay Length (ft) 70 100
Base Capacity (vph) 835 1656 1178 275 1658
Starvation Cap Reductn 00000
Spillback Cap Reductn 00000
Storage Cap Reductn 00000
Reduced v/c Ratio 0.24 0.63 0.47 0.54 0.23
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues
24: E Ocean Blvd & Long Beach Blvd 08/26/2022
8 - Opening Year Plus Project PM Mosaic Project 10:45 am 08/24/2022 Synchro 11 Report

Page 8 ends

Lane Group EBL EBT WBT WBR SBL SBR
Lane Group Flow (vph) 309 2016 1372 179 327 171
v/c Ratio 0.62 0.49 0.46 0.18 0.70 0.58
Control Delay 38.4 1.2 15.4 2.5 32.2 15.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 38.4 1.2 15.4 2.5 32.2 15.5
Queue Length 50th (ft) 144 26 204 0 59 0
Queue Length 95th (ft) m159 m31 295 35 103 70
Internal Link Dist (ft) 840 283 379
Turn Bay Length (ft) 175 130
Base Capacity (vph) 502 4135 2985 1003 1296 634
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.62 0.49 0.46 0.18 0.25 0.27
Intersection Summary
m Volume for 95th percentile queue is metered by upstream signal.

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX K

PROJECT DRIVEWAY HCM LOS WORKSHEETS
HCM 6th TWSC
1: 6th St Driveway & E 6th St 08/26/2022
1 - Existing Plus Project AM Mosaic Project 11:59 pm 08/22/2022 Baseline Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 564 47 0 0 0 38
Future Vol, veh/h 564 47 0 0 0 38
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 613 51 0 0 0 41
Major/Minor Major1 Minor1
Conflicting Flow All 0 0 - 332
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 7.14
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.92
Pot Cap-1 Maneuver - - 0 566
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 566
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach EB NB
HCM Control Delay, s 0 11.9

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR
Capacity (veh/h) 566 - -
HCM Lane V/C Ratio 0.073 - -
HCM Control Delay (s) 11.9 - -
HCM Lane LOS B - -
HCM 95th %tile Q(veh) 0.2 - -
HCM 6th TWSC
2: Long Beach Blvd & Long Beach Driveway (Northern) 08/26/2022 1 - Existing Plus Project AM Mosaic Project 11:59 pm 08/22/2022 Baseline Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 50 0 345 379 64
Future Vol, veh/h 0 50 0 345 379 64
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 54 0 375 412 70
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 241 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 760 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 760 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.1 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 760 - -
HCM Lane V/C Ratio - 0.072 - -
HCM Control Delay (s) - 10.1 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.2 - -
HCM 6th TWSC
3: Long Beach Blvd & Long Beach Driveway (Southern) 08/26/2022 1 - Existing Plus Project AM Mosaic Project 11:59 pm 08/22/2022 Baseline Synchro 11 Report

Page 3 ends

Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 37 0 345 418 48
Future Vol, veh/h 0 37 0 345 418 48
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 40 0 375 454 52
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 253 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 746 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 746 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.1 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 746 - -
HCM Lane V/C Ratio - 0.054 - -
HCM Control Delay (s) - 10.1 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.2 - -
HCM 6th TWSC
1: 6th St Driveway & E 6th St 08/26/2022
2 - Existing Plus Project PM Mosaic Project 2:16 pm 08/23/2022 Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1099 23 0 0 0 43
Future Vol, veh/h 1099 23 0 0 0 43
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1195 25 0 0 0 47
Major/Minor Major1 Minor1
Conflicting Flow All 0 0 - 610
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 7.14
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.92
Pot Cap-1 Maneuver - - 0 375
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 375
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach EB NB
HCM Control Delay, s 0 16

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR
Capacity (veh/h) 375 - -
HCM Lane V/C Ratio 0.125 - -
HCM Control Delay (s) 16 - -
HCM Lane LOS C - -
HCM 95th %tile Q(veh) 0.4 - -
HCM 6th TWSC
2: Long Beach Blvd & Long Beach Driveway (Northern) 08/26/2022 2 - Existing Plus Project PM Mosaic Project 2:16 pm 08/23/2022 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 56 0 527 465 29
Future Vol, veh/h 0 56 0 527 465 29
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 61 0 573 505 32
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 269 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 729 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 729 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.4 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 729 - -
HCM Lane V/C Ratio - 0.083 - -
HCM Control Delay (s) - 10.4 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.3 - -
HCM 6th TWSC
3: Long Beach Blvd & Long Beach Driveway (Southern) 08/26/2022 2 - Existing Plus Project PM Mosaic Project 2:16 pm 08/23/2022 Synchro 11 Report

Page 3 ends

Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 42 0 527 545 24
Future Vol, veh/h 0 42 0 527 545 24
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 46 0 573 592 26
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 309 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 687 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 687 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.6 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 687 - -
HCM Lane V/C Ratio - 0.066 - -
HCM Control Delay (s) - 10.6 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.2 - -
HCM 6th TWSC
1: 6th St Driveway & E 6th St 08/26/2022
3 - Opening Year Plus Project AM Mosaic Project 2:26 pm 08/23/2022 Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 586 47 0 0 0 38
Future Vol, veh/h 586 47 0 0 0 38
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 637 51 0 0 0 41
Major/Minor Major1 Minor1
Conflicting Flow All 0 0 - 344
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 7.14
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.92
Pot Cap-1 Maneuver - - 0 557
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 557
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach EB NB
HCM Control Delay, s 0 12

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR
Capacity (veh/h) 557 - -
HCM Lane V/C Ratio 0.074 - -
HCM Control Delay (s) 12 - -
HCM Lane LOS B - -
HCM 95th %tile Q(veh) 0.2 - -
HCM 6th TWSC
2: Long Beach Blvd & Long Beach Driveway (Northern) 08/26/2022 3 - Opening Year Plus Project AM Mosaic Project 2:26 pm 08/23/2022 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 50 0 473 541 64
Future Vol, veh/h 0 50 0 473 541 64
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 54 0 514 588 70
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 329 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 667 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 667 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.9 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 667 - -
HCM Lane V/C Ratio - 0.081 - -
HCM Control Delay (s) - 10.9 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.3 - -
HCM 6th TWSC
3: Long Beach Blvd & Long Beach Driveway (Southern) 08/26/2022 3 - Opening Year Plus Project AM Mosaic Project 2:26 pm 08/23/2022 Synchro 11 Report

Page 3 ends

Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 37 0 473 577 48
Future Vol, veh/h 0 37 0 473 577 48
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 40 0 514 627 52
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 340 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 656 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 656 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.8 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 656 - -
HCM Lane V/C Ratio - 0.061 - -
HCM Control Delay (s) - 10.8 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.2 - -
HCM 6th TWSC
1: 6th St Driveway & E 6th St 08/26/2022
4 - Opening Year Plus Project PM Mosaic Project 2:31 pm 08/23/2022 Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1143 23 0 0 0 43
Future Vol, veh/h 1143 23 0 0 0 43
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - -0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1242 25 0 0 0 47
Major/Minor Major1 Minor1
Conflicting Flow All 0 0 - 634
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 7.14
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.92
Pot Cap-1 Maneuver - - 0 362
Stage 1 - - 0 -
Stage 2 - - 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - 362
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach EB NB
HCM Control Delay, s 0 16.4

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR
Capacity (veh/h) 362 - -
HCM Lane V/C Ratio 0.129 - -
HCM Control Delay (s) 16.4 - -
HCM Lane LOS C - -
HCM 95th %tile Q(veh) 0.4 - -
HCM 6th TWSC
2: Long Beach Blvd & Long Beach Driveway (Northern) 08/26/2022 4 - Opening Year Plus Project PM Mosaic Project 2:31 pm 08/23/2022 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 56 0 698 541 29
Future Vol, veh/h 0 56 0 698 541 29
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 61 0 759 588 32
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 310 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 686 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 686 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.8 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 686 - -
HCM Lane V/C Ratio - 0.089 - -
HCM Control Delay (s) - 10.8 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.3 - -
HCM 6th TWSC
3: Long Beach Blvd & Long Beach Driveway (Southern) 08/26/2022 4 - Opening Year Plus Project PM Mosaic Project 2:31 pm 08/23/2022 Synchro 11 Report

Page 3 ends

Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 42 0 698 740 24
Future Vol, veh/h 0 42 0 698 740 24
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 0 46 0 759 804 26
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 415 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.94 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.32 ----
Pot Cap-1 Maneuver 0 586 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 586 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 11.7 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 586 - -
HCM Lane V/C Ratio - 0.078 - -
HCM Control Delay (s) - 11.7 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0.3 - -

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX L
TIA GUIDELINES FIGURE 2

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Project Site
Appendix I
Utilities Will Serve Letters

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H:\DEVELOP\CUSERV\WILL SERVE LETTER\2022\450 The Promenade North & 501-500 Long Beach Blvd - City Place\WILSERV - 450 The Promenade N - City Place - DTLB.doc
October 4, 2022
Mr. Oren Hillel
Waterford Property Company
100 Bayview Circle, Suite 4500
Newport Beach, CA 92660
Subject: “Will Serve” Letter for 450 The Promenade North – “City Place” Dear Mr. Hillel:

The Long Beach Water Department is transmitting this “Will Serve” letter in response to your request for the proposed development located at the 450 The Promenade North – “City Place” in downtown Long Beach.

According to our current records, there is an existing 8-inch Asbestos Cement (AC) potable water line in E 6th St, north of project site, a 8-inch AC potable water line in Long Beach Blvd, east of the project site, a 8-inch Ductile Iron (DI) potable water line in E 4th St, south of project site, and there is also an existing 8-inch DI potable water line in E 5th St, in between the project parcels. In addition, there is an 8-inch DI potable water line in The Promenade North, east of the southernmost parcel of the project site. There is an existing 8-inch Vitrified Clay (VCP) sewer line in E 6th St north of the project site, an 8- inch VCP sewer line in The Promenade North, east of the southernmost parcel of the project site. In addition, there are 8-inch VCP sewer lines in portions of E 5th St, E 4th St, and just north of the intersection of Long Beach Blvd and E 5th St.

All of these public facilities are available to serve the proposed site, upon the following conditions of approval:
• That LBWD’s water system is able to meet the potable water demands from the final designed project through water modeling and a hydraulic study completed by LBWD; and
• That LBWD’s sewer system is able to meet the sewer peak flows from the final designed project with minimum two weeks of sewer flow monitoring performed by the developer.
• Potable water and sewer services will be made available for the proposed development in accordance with our Rules and Regulations for Potable Water, Reclaimed Water, and Sewer Service.

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H:\DEVELOP\CUSERV\WILL SERVE LETTER\2022\450 The Promenade North & 501-500 Long Beach Blvd - City Place\WILSERV - 450 The Promenade N - City Place - DTLB.doc
If you have any questions, please call Mr. Dennis Santos at (562) 570-2381.

Sincerely,
Robert J. Verceles, P.E.

Director of Engineering
cc: Dennis Santos, Manager of Engineering Development Services Eric Buehler, Civil Engineer
Axl Cisneros, Civil Engineering Assistant
Will Serve Letter Only
Rev. 07/09/12 DS-125
Your project is located in Southern California Edison (SCE) service territory. SCE will serve the above subject project’s electrical requirements per the California Public Utilities Commission and Federal Energy Regulatory Commission tariffs.

SCE may need to conduct utility studies, where applicable, to assess whether additions or modifications to the existing electric infrastructure are required to serve this project. Where applicable, SCE has attached Appendix (B) which not only describes the study, and permitting, but includes a Project Information Sheet that will need to be completed by you and submitted to SCE if your project is at a point where SCE has to determine the required electrical utility work. This Will-Serve letter does not imply that either: (i) these studies have been completed, or (ii) that any required California Environmental Quality Act (CEQA) analysis of project-related electric utility impacts has been conducted.

I am the SCE Design Representative currently assigned to this project. SCE or Applicant will design and construct all required electrical infrastructure to serve this project provided you enter into the applicable contractual agreements with SCE identify scope of electrical utility work required, and supply the following information:

Site plans as required
Required contracts and agreements (fully executed)
Applicable fees
Local permits
Required easement documents
Your project will be scheduled for construction once SCE has all the necessary information for your project and you have submitted or agreed to the applicable requirements as stated above, and paid any necessary fees.

If your project will not require SCE services, please notify us so that we can update our records.

SCE appreciates your business. If you have any questions, please feel free to call me at Sincerely,
SCE Design Representative
Enclosure: Appendix B, where applicable
1/26/2022 Waterford Property Company 151 E. 5th St., Long Beach 90802 (714) 296-7609.

Will Serve Letter Only
Rev. 07/09/12 DS-125
Your project is located in Southern California Edison (SCE) service territory. SCE will serve the above subject project’s electrical requirements per the California Public Utilities Commission and Federal Energy Regulatory Commission tariffs.

If your project will not require SCE services, please notify us so that we can update our records.

Long Beach City CouncilApril 18, 2023

Long Beach City Council
April 18, 2023