Agenda packet — Redlands City Council, March 5, 2024 (part 3 of 5)

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.28 0.13 0.18 1.03 0.64 0.79 0.32 0.17 0.31 0.16 0.01 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 67
Natural Cycle: 95
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay: 37.3 Intersection LOS: D
Intersection Capacity Utilization 66.2% ICU Level of Service C Analysis Period (min) 15
90th %ile Actuated Cycle: 89.6
70th %ile Actuated Cycle: 82
50th %ile Actuated Cycle: 69.5
30th %ile Actuated Cycle: 57.2
10th %ile Actuated Cycle: 36.8
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 4: Tennessee St & Lugonia Ave
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 31 186 125 181 402 103 161 230 116 60 112 9 Future Volume (veh/h) 31 186 125 181 402 103 161 230 116 60 112 9 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1501 1772 1772 1634 1758 1730 1647 1716 1744 1647 1716 1772 Adj Flow Rate, veh/h 33 200 134 195 432 111 173 247 125 65 120 10 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 15 2 2 5 3 5 4 6 4 4 6 2
Cap, veh/h 51 957 425 202 511 131 209 343 295 88 210 184 Arrive On Green 0.04 0.28 0.28 0.13 0.38 0.38 0.13 0.20 0.20 0.06 0.12 0.12 Sat Flow, veh/h 1430 3367 1494 1556 1348 346 1569 1716 1476 1569 1716 1502 Grp Volume(v), veh/h 33 200 134 195 0 543 173 247 125 65 120 10 Grp Sat Flow(s),veh/h/ln 1430 1683 1494 1556 0 1695 1569 1716 1476 1569 1716 1502 Q Serve(g_s), s 1.3 2.6 4.1 7.2 0.0 16.9 6.2 7.8 4.3 2.4 3.8 0.3 Cycle Q Clear(g_c), s 1.3 2.6 4.1 7.2 0.0 16.9 6.2 7.8 4.3 2.4 3.8 0.3 Prop In Lane 1.00 1.00 1.00 0.20 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 51 957 425 202 0 642 209 343 295 88 210 184 V/C Ratio(X) 0.65 0.21 0.32 0.96 0.00 0.85 0.83 0.72 0.42 0.74 0.57 0.05 Avail Cap(c_a), veh/h 126 1635 725 202 0 894 231 815 701 220 804 703 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.4 15.7 16.2 24.9 0.0 16.4 24.3 21.6 20.2 26.8 23.9 22.3 Incr Delay (d2), s/veh 13.0 0.1 0.4 52.6 0.0 5.5 19.8 2.9 1.0 11.4 2.4 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/ln 0.6 0.9 1.3 5.4 0.0 6.5 3.2 3.1 1.4 1.1 1.6 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.5 15.8 16.6 77.5 0.0 21.8 44.1 24.4 21.1 38.2 26.3 22.5 LnGrp LOS D B B E A C D C C D C C
Approach Vol, veh/h 367 738 545 195
Approach Delay, s/veh 18.3 36.6 29.9 30.1
Approach LOS B D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 21.4 12.2 12.1 6.6 26.8 7.7 16.5 Change Period (Y+Rc), s 4.5 5.0 4.5 5.0 4.5 5.0 4.5 5.0 Max Green Setting (Gmax), s 7.5 28.0 8.5 27.0 5.1 30.4 8.1 27.4 Max Q Clear Time (g_c+I1), s 9.2 6.1 8.2 5.8 3.3 18.9 4.4 9.8 Green Ext Time (p_c), s 0.0 1.5 0.0 0.6 0.0 2.7 0.0 1.6 Intersection Summary
HCM 6th Ctrl Delay 30.3
HCM 6th LOS C
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 217 5 167 209 444 0 0 332 157 Future Volume (vph) 0 0 0 217 5 167 209 444 0 0 332 157 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 150 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.936 0.941
Flt Protected 0.973 0.950
Satd. Flow (prot) 0 0 0 0 3050 0 1568 3196 0 0 3089 0
Flt Permitted 0.973 0.950
Satd. Flow (perm) 0 0 0 0 3050 0 1568 3196 0 0 3089 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 172 167
Link Speed (mph) 30 30 35 35
Link Distance (ft) 855 1108 612 817
Travel Time (s) 19.4 25.2 11.9 15.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.71 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 13% 2% 3% 7% 2% 2% 3% 6% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 224 5 172 215 458 0 0 342 221
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 401 0 215 458 0 0 563 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 2
Detector Template Left Thru Left Thru Thru
Leading Detector (ft) 20 100 20 100 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA Prot NA NA
Protected Phases 4 1 6 2
Permitted Phases 4
Detector Phase 4 4 1 6 2
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 10.0 23.5 22.5
Total Split (s) 27.0 27.0 31.0 63.0 32.0
Total Split (%) 30.0% 30.0% 34.4% 70.0% 35.6%
Maximum Green (s) 21.5 21.5 26.0 57.5 26.5
Yellow Time (s) 4.5 4.5 4.0 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.0 5.5 5.5
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None None C-Min C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 11.0
Pedestrian Calls (#/hr) 2
Act Effct Green (s) 12.6 17.6 66.4 43.8
Actuated g/C Ratio 0.14 0.20 0.74 0.49
v/c Ratio 0.70 0.70 0.19 0.35
Control Delay 27.0 36.4 7.5 12.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 27.0 36.4 7.5 12.1

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.47 0.48 0.19 0.35
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 46.5 (52%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 17.7 Intersection LOS: B
Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 5: Tennessee St & I-10 WB Ramps
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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 0 217 5 167 209 444 0 0 332 157 Future Volume (veh/h) 0 0 0 217 5 167 209 444 0 0 332 157 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1772 1617 1772 1660 1702 0 0 1758 1716 Adj Flow Rate, veh/h 224 5 172 215 458 0 0 342 221
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.71 Percent Heavy Veh, % 2 13 2 3 7 0 0 3 6
Cap, veh/h 274 7 238 246 2264 0 0 960 608
Arrive On Green 0.18 0.18 0.18 0.31 1.00 0.00 0.00 0.49 0.49 Sat Flow, veh/h 1540 39 1338 1581 3318 0 0 2049 1243
Grp Volume(v), veh/h 224 0 177 215 458 0 0 290 273
Grp Sat Flow(s),veh/h/ln 1540 0 1377 1581 1617 0 0 1670 1534 Q Serve(g_s), s 12.6 0.0 10.9 11.6 0.0 0.0 0.0 9.7 9.9
Cycle Q Clear(g_c), s 12.6 0.0 10.9 11.6 0.0 0.0 0.0 9.7 9.9 Prop In Lane 1.00 0.97 1.00 0.00 0.00 0.81
Lane Grp Cap(c), veh/h 274 0 244 246 2264 0 0 817 751
V/C Ratio(X) 0.82 0.00 0.72 0.88 0.20 0.00 0.00 0.36 0.36 Avail Cap(c_a), veh/h 368 0 329 457 2264 0 0 817 751
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 0.00 1.00 0.92 0.92 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 0.0 34.9 30.2 0.0 0.0 0.0 14.2 14.3 Incr Delay (d2), s/veh 10.2 0.0 5.1 8.8 0.2 0.0 0.0 1.2 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.0 3.9 4.2 0.1 0.0 0.0 3.7 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.8 0.0 40.0 39.0 0.2 0.0 0.0 15.4 15.6 LnGrp LOS D A D D A A A B B
Approach Vol, veh/h 401 673 563
Approach Delay, s/veh 43.3 12.6 15.5
Approach LOS D B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 19.0 49.5 21.5 68.5
Change Period (Y+Rc), s 5.0 5.5 5.5 5.5
Max Green Setting (Gmax), s 26.0 26.5 21.5 57.5
Max Q Clear Time (g_c+I1), s 13.6 11.9 14.6 2.0
Green Ext Time (p_c), s 0.5 3.0 1.4 3.3
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 143 144 321 0 0 0 0 510 112 124 425 0 Future Volume (vph) 143 144 321 0 0 0 0 510 112 124 425 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 200 0
Storage Lanes 0 0 0 0 0 0 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor
Frt 0.921 0.973
Flt Protected 0.988 0.950
Satd. Flow (prot) 0 2980 0 0 0 0 0 3169 0 1553 3353 0
Flt Permitted 0.988 0.950
Satd. Flow (perm) 0 2980 0 0 0 0 0 3169 0 1553 3353 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 316 33
Link Speed (mph) 30 30 35 35
Link Distance (ft) 1215 643 585 612
Travel Time (s) 27.6 14.6 11.4 11.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 5% 7% 3% 2% 2% 2% 2% 5% 5% 4% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 146 147 328 0 0 0 0 520 114 127 434 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 621 0 0 0 0 0 634 0 127 434 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 2 1 2
Detector Template Left Thru Thru Left Thru
Leading Detector (ft) 20 100 100 20 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA NA Prot NA
Protected Phases 8 6 5 2
Permitted Phases 8
Detector Phase 8 8 6 5 2
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.5 23.5 31.5 10.0 23.5
Total Split (s) 31.0 31.0 39.0 20.0 59.0
Total Split (%) 34.4% 34.4% 43.3% 22.2% 65.6%
Maximum Green (s) 25.5 25.5 33.5 15.0 53.5
Yellow Time (s) 4.5 4.5 4.5 4.0 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.5
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None C-Min None C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 3
Act Effct Green (s) 16.7 44.7 12.6 62.3
Actuated g/C Ratio 0.19 0.50 0.14 0.69
v/c Ratio 0.77 0.40 0.59 0.19
Control Delay 22.7 16.3 41.9 2.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 22.7 16.3 41.9 2.7

LOS C B D A
Approach Delay 22.7 16.3 11.6
Approach LOS C B B
90th %ile Green (s) 24.5 24.5 31.9 17.6 54.5
90th %ile Term Code Gap Gap Coord Gap Coord
70th %ile Green (s) 20.0 20.0 39.4 14.6 59.0
70th %ile Term Code Gap Gap Coord Gap Coord
50th %ile Green (s) 16.5 16.5 44.9 12.6 62.5
50th %ile Term Code Gap Gap Coord Gap Coord
30th %ile Green (s) 13.7 13.7 49.8 10.5 65.3
30th %ile Term Code Gap Gap Coord Gap Coord
10th %ile Green (s) 8.8 8.8 57.7 7.5 70.2
10th %ile Term Code Gap Gap Coord Gap Coord
Stops (vph) 282 372 110 108
Fuel Used(gal) 10 7 2 3
CO Emissions (g/hr) 709 523 170 204
NOx Emissions (g/hr) 138 102 33 40
VOC Emissions (g/hr) 164 121 39 47
Dilemma Vehicles (#) 0 35 0 8
Queue Length 50th (ft) 86 106 64 12
Queue Length 95th (ft) 131 196 93 16
Internal Link Dist (ft) 1135 563 505 532
Turn Bay Length (ft) 200
Base Capacity (vph) 1070 1603 267 2321
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.58 0.40 0.48 0.19
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 77.6 (86%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 17.0 Intersection LOS: B
Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 6: Tennessee St & I-10 EB Ramps
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 143 144 321 0 0 0 0 510 112 124 425 0 Future Volume (veh/h) 143 144 321 0 0 0 0 510 112 124 425 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1730 1702 1758 0 1730 1730 1647 1772 0 Adj Flow Rate, veh/h 146 147 328 0 520 114 127 434 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 5 7 3 0 5 5 4 2 0
Cap, veh/h 213 214 370 0 1249 273 157 2090 0
Arrive On Green 0.26 0.26 0.26 0.00 0.47 0.47 0.03 0.20 0.00 Sat Flow, veh/h 827 833 1442 0 2769 585 1569 3455 0
Grp Volume(v), veh/h 293 0 328 0 318 316 127 434 0
Grp Sat Flow(s),veh/h/ln 1660 0 1442 0 1643 1624 1569 1683 0 Q Serve(g_s), s 14.3 0.0 19.7 0.0 11.5 11.6 7.2 9.6 0.0 Cycle Q Clear(g_c), s 14.3 0.0 19.7 0.0 11.5 11.6 7.2 9.6 0.0 Prop In Lane 0.50 1.00 0.00 0.36 1.00 0.00
Lane Grp Cap(c), veh/h 426 0 370 0 765 756 157 2090 0
V/C Ratio(X) 0.69 0.00 0.89 0.00 0.42 0.42 0.81 0.21 0.00 Avail Cap(c_a), veh/h 470 0 409 0 765 756 261 2090 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 0.00 1.00 0.00 1.00 1.00 0.94 0.94 0.00 Uniform Delay (d), s/veh 30.2 0.0 32.2 0.0 15.9 16.0 42.7 17.4 0.0 Incr Delay (d2), s/veh 3.7 0.0 19.0 0.0 1.7 1.7 9.1 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/ln 6.0 0.0 8.6 0.0 4.4 4.4 3.3 4.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.9 0.0 51.1 0.0 17.6 17.7 51.7 17.6 0.0 LnGrp LOS C A D A B B D B A
Approach Vol, veh/h 621 634 561
Approach Delay, s/veh 43.0 17.6 25.3
Approach LOS D B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 61.4 14.0 47.4 28.6
Change Period (Y+Rc), s 5.5 5.0 5.5 5.5
Max Green Setting (Gmax), s 53.5 15.0 33.5 25.5
Max Q Clear Time (g_c+I1), s 11.6 9.2 13.6 21.7
Green Ext Time (p_c), s 3.1 0.1 3.7 1.4
Intersection Summary
HCM 6th Ctrl Delay 28.7
HCM 6th LOS C
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Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 14 196 474 98 146 64
Future Volume (vph) 14 196 474 98 146 64
Ideal Flow (vphpl) 1700 1800 1800 1800 1600 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 185 0 200 0
Storage Lanes 1 0 1 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 0.95 0.95 0.97 1.00
Ped Bike Factor
Frt 0.974 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1583 3320 3214 0 2891 1485
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1583 3320 3214 0 2891 1485
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 59 67
Link Speed (mph) 40 40 35
Link Distance (ft) 2554 510 1299
Travel Time (s) 43.5 8.7 25.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 3% 4% 2% 2% 3%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 15 206 499 103 154 67
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 206 602 0 154 67
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.07 1.24 1.07
Turning Speed (mph) 15 9 15 9
Number of Detectors 1 2 2 1 1
Detector Template Left Thru Thru Left Right
Leading Detector (ft) 20 100 100 20 20
Trailing Detector (ft) 0 0 0 0 0
Turn Type Prot NA NA Prot Perm
Protected Phases 5 2 6 4
Permitted Phases 4
Detector Phase 5 2 6 4 4
Switch Phase
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Lane Group EBL EBT WBT WBR SBL SBR
Minimum Initial (s) 3.0 5.0 5.0 5.0 5.0
Minimum Split (s) 7.8 11.3 32.3 9.8 9.8
Total Split (s) 9.0 46.0 37.0 14.0 14.0
Total Split (%) 15.0% 76.7% 61.7% 23.3% 23.3%
Maximum Green (s) 4.2 39.7 30.7 9.2 9.2
Yellow Time (s) 3.5 5.0 5.0 3.5 3.5
All-Red Time (s) 1.3 1.3 1.3 1.3 1.3
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 6.3 6.3 4.8 4.8
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None Min Min None None
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 0
Act Effct Green (s) 4.3 19.3 18.0 7.3 7.3
Actuated g/C Ratio 0.13 0.57 0.53 0.21 0.21
v/c Ratio 0.07 0.11 0.35 0.25 0.18
Control Delay 17.1 5.4 7.4 13.6 6.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 17.1 5.4 7.4 13.6 6.3

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Lane Group EBL EBT WBT WBR SBL SBR
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.07 0.06 0.21 0.19 0.14
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 34
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.35
Intersection Signal Delay: 8.0 Intersection LOS: A
Intersection Capacity Utilization 31.3% ICU Level of Service A Analysis Period (min) 15
90th %ile Actuated Cycle: 47.3
70th %ile Actuated Cycle: 31
50th %ile Actuated Cycle: 29.7
30th %ile Actuated Cycle: 34.4
10th %ile Actuated Cycle: 27.8
Splits and Phases: 7: Lugonia Ave & Citrus Plaza Dr
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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 14 196 474 98 146 64
Future Volume (veh/h) 14 196 474 98 146 64
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1758 1744 1772 1575 1758
Adj Flow Rate, veh/h 15 206 499 103 154 67
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 3 4 2 2 3
Cap, veh/h 19 1668 906 186 403 206
Arrive On Green 0.01 0.50 0.33 0.33 0.14 0.14
Sat Flow, veh/h 1594 3428 2824 562 2910 1490
Grp Volume(v), veh/h 15 206 301 301 154 67
Grp Sat Flow(s),veh/h/ln 1594 1670 1657 1643 1455 1490
Q Serve(g_s), s 0.3 1.0 4.6 4.6 1.5 1.2
Cycle Q Clear(g_c), s 0.3 1.0 4.6 4.6 1.5 1.2
Prop In Lane 1.00 0.34 1.00 1.00
Lane Grp Cap(c), veh/h 19 1668 548 543 403 206
V/C Ratio(X) 0.80 0.12 0.55 0.55 0.38 0.33
Avail Cap(c_a), veh/h 219 4329 1660 1646 874 447
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 15.1 4.1 8.4 8.4 12.0 11.9
Incr Delay (d2), s/veh 52.9 0.0 0.9 0.9 0.6 0.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.1 1.0 1.0 0.4 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.0 4.1 9.2 9.3 12.6 12.8
LnGrp LOS E A A A B B
Approach Vol, veh/h 221 602 221
Approach Delay, s/veh 8.5 9.3 12.7
Approach LOS A A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 21.6 9.0 5.2 16.4
Change Period (Y+Rc), s * 6.3 * 4.8 * 4.8 * 6.3
Max Green Setting (Gmax), s * 40 * 9.2 * 4.2 * 31
Max Q Clear Time (g_c+I1), s 3.0 3.5 2.3 6.6
Green Ext Time (p_c), s 1.3 0.3 0.0 3.5
Intersection Summary
HCM 6th Ctrl Delay 9.8
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 419 678 0 7 52
Future Volume (vph) 0 419 678 0 7 52
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 100 0 0
Storage Lanes 0 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.91 0.95 1.00 1.00 1.00
Ped Bike Factor
Frt 0.882
Flt Protected 0.994
Satd. Flow (prot) 0 4818 3353 0 1547 0
Flt Permitted 0.994
Satd. Flow (perm) 0 4818 3353 0 1547 0
Link Speed (mph) 35 35 30
Link Distance (ft) 230 480 362
Travel Time (s) 4.5 9.4 8.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 0 455 737 0 8 57
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 455 737 0 65 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 30.2% ICU Level of Service A Analysis Period (min) 15
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Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 419 678 0 7 52
Future Vol, veh/h 0 419 678 0 7 52
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 455 737 0 8 57
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 919 369
Stage 1 - - - - 737 -
Stage 2 - - - - 182 -
Critical Hdwy - - - - 6.29 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 6.04 -
Follow-up Hdwy - - - - 3.67 3.32
Pot Cap-1 Maneuver 0 - - 0 303 628
Stage 1 0 - - 0 422 -
Stage 2 0 - - 0 792 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 303 628
Mov Cap-2 Maneuver - - - - 364 -
Stage 1 - - - - 422 -
Stage 2 - - - - 792 -
Approach EB WB SB
HCM Control Delay, s 0 0 12

HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1
Capacity (veh/h) - - 578
HCM Lane V/C Ratio - - 0.111
HCM Control Delay (s) - - 12
HCM Lane LOS - - B
HCM 95th %tile Q(veh) - - 0.4
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 33 309 84 40 538 6 88 2 26 13 7 52 Future Volume (vph) 33 309 84 40 538 6 88 2 26 13 7 52
Ideal Flow (vphpl) 1800 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 100 0 100 100 0 0 0 0
Storage Lanes 1 1 1 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98
Frt 0.850 0.998 0.969 0.903
Flt Protected 0.950 0.950 0.964 0.991
Satd. Flow (prot) 1676 3257 1515 1583 3346 0 0 1608 0 0 1579 0 Flt Permitted 0.418 0.950 0.727 0.934
Satd. Flow (perm) 738 3257 1481 1583 3346 0 0 1213 0 0 1488 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 3 18 57
Link Speed (mph) 35 35 40 30
Link Distance (ft) 480 320 976 370
Travel Time (s) 9.4 6.2 16.6 8.4
Confl. Peds. (#/hr) 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.88 0.88 0.88 0.88 0.92 0.88 0.92 0.88 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 5% 1% 2% 2% 2% 3% 2% 10% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 36 351 95 45 611 7 100 2 30 14 8 57
Shared Lane Traffic (%)
Lane Group Flow (vph) 36 351 95 45 618 0 0 132 0 0 79 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 2 1 2
Detector Template Left Thru Right Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Turn Type Perm NA Perm Prot NA Perm NA Perm NA
Protected Phases 2 1 6 8 4
Permitted Phases 2 2 8 4
Detector Phase 2 2 2 1 6 8 8 4 4
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 15.0 15.0 15.0 10.0 15.0 5.0 5.0 15.0 15.0 Minimum Split (s) 23.3 23.3 23.3 15.0 23.3 22.5 22.5 23.0 23.0 Total Split (s) 39.0 39.0 39.0 17.0 56.0 24.0 24.0 24.0 24.0 Total Split (%) 48.8% 48.8% 48.8% 21.3% 70.0% 30.0% 30.0% 30.0% 30.0% Maximum Green (s) 33.7 33.7 33.7 12.0 50.7 19.5 19.5 19.5 19.5 Yellow Time (s) 4.3 4.3 4.3 4.0 4.3 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.0 5.3 4.5 4.5
Lead/Lag Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Recall Mode Min Min Min None Min None None None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 8.0 8.0 8.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 1 1 1 0 0 0 0
Act Effct Green (s) 24.2 24.2 24.2 11.4 28.7 11.8 17.2
Actuated g/C Ratio 0.59 0.59 0.59 0.28 0.70 0.29 0.42
v/c Ratio 0.08 0.18 0.10 0.10 0.27 0.37 0.12
Control Delay 14.6 11.6 4.8 17.9 6.0 15.8 7.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.6 11.6 4.8 17.9 6.0 15.8 7.6

LOS B B A B A B A
Approach Delay 10.5 6.8 15.8 7.6
Approach LOS B A B A
90th %ile Green (s) 16.0 16.0 16.0 10.0 31.0 15.0 15.0 15.0 15.0 90th %ile Term Code Gap Gap Gap Min Hold Hold Hold Min Min 70th %ile Green (s) 15.0 15.0 15.0 10.0 30.0 15.0 15.0 15.0 15.0 70th %ile Term Code Min Min Min Min Hold Hold Hold Min Min 50th %ile Green (s) 15.0 15.0 15.0 0.0 15.0 15.0 15.0 15.0 15.0 50th %ile Term Code Min Min Min Skip Min Hold Hold Min Min 30th %ile Green (s) 15.0 15.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 30th %ile Term Code Min Min Min Skip Min Skip Skip Skip Skip 10th %ile Green (s) 30.0 30.0 30.0 0.0 30.0 0.0 0.0 0.0 0.0 10th %ile Term Code Dwell Dwell Dwell Skip Dwell Skip Skip Skip Skip Stops (vph) 26 173 18 34 218 73 25
Fuel Used(gal) 0 3 1 0 4 2 0
CO Emissions (g/hr) 29 217 36 35 249 130 32
NOx Emissions (g/hr) 6 42 7 7 48 25 6
VOC Emissions (g/hr) 7 50 8 8 58 30 7
Dilemma Vehicles (#) 0 17 0 0 29 10 0
Queue Length 50th (ft) 5 26 0 8 51 16 3
Queue Length 95th (ft) 28 77 26 35 75 72 31
Internal Link Dist (ft) 400 240 896 290
Turn Bay Length (ft) 100 100
Base Capacity (vph) 593 2618 1209 527 3235 665 832
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.06 0.13 0.08 0.09 0.19 0.20 0.09
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 41.2
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.37
Intersection Signal Delay: 9.1 Intersection LOS: A
Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15
90th %ile Actuated Cycle: 55.8
70th %ile Actuated Cycle: 54.8
50th %ile Actuated Cycle: 39.8
30th %ile Actuated Cycle: 20.3
10th %ile Actuated Cycle: 35.3
Splits and Phases: 9: New York St/Proj Drwy & Lugonia Ave Redlands Regular Meeting of 03-05-2024 Page E-31 365 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario A) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 33 309 84 40 538 6 88 2 26 13 7 52 Future Volume (veh/h) 33 309 84 40 538 6 88 2 26 13 7 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1730 1786 1673 1772 1772 1758 1772 1660 1772 1772 1772 Adj Flow Rate, veh/h 36 351 95 45 611 7 100 2 30 14 8 57 Peak Hour Factor 0.92 0.88 0.88 0.88 0.88 0.92 0.88 0.92 0.88 0.92 0.92 0.92 Percent Heavy Veh, % 2 5 1 2 2 2 3 2 10 2 2 2
Cap, veh/h 398 1017 468 149 1726 20 427 23 94 127 85 323 Arrive On Green 0.31 0.31 0.31 0.09 0.51 0.51 0.29 0.29 0.29 0.29 0.29 0.29 Sat Flow, veh/h 805 3287 1511 1594 3409 39 1016 80 322 135 292 1107 Grp Volume(v), veh/h 36 351 95 45 302 316 132 0 0 79 0 0 Grp Sat Flow(s),veh/h/ln 805 1643 1511 1594 1683 1765 1419 0 0 1534 0 0 Q Serve(g_s), s 1.6 4.0 2.2 1.3 5.2 5.2 1.3 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.6 4.0 2.2 1.3 5.2 5.2 3.2 0.0 0.0 1.8 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.02 0.76 0.23 0.18 0.72
Lane Grp Cap(c), veh/h 398 1017 468 149 852 894 544 0 0 534 0 0 V/C Ratio(X) 0.09 0.35 0.20 0.30 0.35 0.35 0.24 0.00 0.00 0.15 0.00 0.00 Avail Cap(c_a), veh/h 708 2285 1051 395 1761 1846 697 0 0 701 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.1 12.9 12.3 20.5 7.2 7.2 13.2 0.0 0.0 12.8 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.2 0.2 1.1 0.2 0.2 0.2 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.2 0.7 0.5 1.4 1.4 0.9 0.0 0.0 0.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.2 13.1 12.5 21.6 7.4 7.4 13.5 0.0 0.0 12.9 0.0 0.0 LnGrp LOS B B B C A A B A A B A A
Approach Vol, veh/h 482 663 132 79
Approach Delay, s/veh 13.0 8.4 13.5 12.9
Approach LOS B A B B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 9.5 20.3 18.6 29.8 18.6
Change Period (Y+Rc), s 5.0 5.3 4.5 5.3 4.5
Max Green Setting (Gmax), s 12.0 33.7 19.5 50.7 19.5
Max Q Clear Time (g_c+I1), s 3.3 6.0 3.8 7.2 5.2
Green Ext Time (p_c), s 0.0 2.9 0.3 4.0 0.5
Intersection Summary
HCM 6th Ctrl Delay 10.8
HCM 6th LOS B
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Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 28 320 541 3 6 43
Future Volume (vph) 28 320 541 3 6 43
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 90 0 0 0
Storage Lanes 1 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.999 0.882
Flt Protected 0.950 0.994
Satd. Flow (prot) 1568 3226 1763 0 1547 0
Flt Permitted 0.950 0.994
Satd. Flow (perm) 1568 3226 1763 0 1547 0
Link Speed (mph) 35 35 30
Link Distance (ft) 320 550 1320
Travel Time (s) 6.2 10.7 30.0
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 3% 6% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 32 364 615 3 7 49
Shared Lane Traffic (%)
Lane Group Flow (vph) 32 364 618 0 56 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.2% ICU Level of Service A Analysis Period (min) 15
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Intersection
Int Delay, s/veh 1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 28 320 541 3 6 43
Future Vol, veh/h 28 320 541 3 6 43
Conflicting Peds, #/hr 1 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 90 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 6 2 2 2 2
Mvmt Flow 32 364 615 3 7 49
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 619 0 - 0 864 618
Stage 1 - - - - 618 -
Stage 2 - - - - 246 -
Critical Hdwy 4.145 - - - 6.63 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.83 -
Follow-up Hdwy 2.2285 - - - 3.519 3.319
Pot Cap-1 Maneuver 953 - - - 309 488
Stage 1 - - - - 537 -
Stage 2 - - - - 773 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 952 - - - 298 488
Mov Cap-2 Maneuver - - - - 298 -
Stage 1 - - - - 518 -
Stage 2 - - - - 772 -
Approach EB WB SB
HCM Control Delay, s 0.7 0 14.1

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 952 - - - 453
HCM Lane V/C Ratio 0.033 - - - 0.123
HCM Control Delay (s) 8.9 - - - 14.1
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.4
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 23 0 3 0 6 25 0 6 0
Future Volume (vph) 0 0 0 23 0 3 0 6 25 0 6 0
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.983 0.891
Flt Protected 0.958
Satd. Flow (prot) 0 1765 0 0 1678 0 0 1563 0 0 1782 0
Flt Permitted 0.958
Satd. Flow (perm) 0 1765 0 0 1678 0 0 1563 0 0 1782 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 331 965 1320 301
Travel Time (s) 7.5 21.9 30.0 6.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 1% 2% 1% 2% 1% 3% 1% 1% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 28 0 4 0 7 30 0 7 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 32 0 0 37 0 0 7 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page E-35 369 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario A) 11: Karon St & Pennsylvania Ave 01/13/2023
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Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 23 0 3 0 6 25 0 6 0
Future Vol, veh/h 0 0 0 23 0 3 0 6 25 0 6 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 2 2 2 1 2 1 2 1 3 1 1 2
Mvmt Flow 0 0 0 28 0 4 0 7 30 0 7 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 4 0 0 1 0 0 - 61 1 78 59 -
Stage 1 - - - - - - - 1 - 58 58 -
Stage 2 - - - - - - - 60 - 20 1 -
Critical Hdwy 4.12 - - 4.11 - - - 6.51 6.23 7.11 6.51 - Critical Hdwy Stg 1 - - - - - - - 5.51 - 6.11 5.51 -
Critical Hdwy Stg 2 - - - - - - - 5.51 - 6.11 5.51 -
Follow-up Hdwy 2.218 - - 2.209 - - - 4.009 3.327 3.509 4.009 - Pot Cap-1 Maneuver 1618 - - 1628 - - 0 832 1081 913 834 0 Stage 1 - - - - - - 0 897 - 956 849 0
Stage 2 - - - - - - 0 847 - 1001 897 0
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1618 - - 1628 - - - 818 1081 870 820 - Mov Cap-2 Maneuver - - - - - - - 818 - 870 820 -
Stage 1 - - - - - - - 897 - 956 835 -
Stage 2 - - - - - - - 833 - 965 897 -
Approach EB WB NB SB
HCM Control Delay, s 0 6.4 8.7 9.4

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1018 1618 - - 1628 - - 820
HCM Lane V/C Ratio 0.037 - - - 0.017 - - 0.009
HCM Control Delay (s) 8.7 0 - - 7.2 0 - 9.4
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 27 10 15 131 25 49 5 189 44 42 254 7 Future Volume (vph) 27 10 15 131 25 49 5 189 44 42 254 7 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.961 0.967 0.975 0.997
Flt Protected 0.975 0.969 0.999 0.993
Satd. Flow (prot) 0 1618 0 0 1662 0 0 1726 0 0 1762 0
Flt Permitted 0.975 0.969 0.999 0.993
Satd. Flow (perm) 0 1618 0 0 1662 0 0 1726 0 0 1762 0
Link Speed (mph) 30 30 40 40
Link Distance (ft) 965 361 1334 655
Travel Time (s) 21.9 8.2 22.7 11.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 7% 8% 1% 1% 3% 1% 1% 4% 1% 1% 7%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 28 11 16 138 26 52 5 199 46 44 267 7
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 55 0 0 216 0 0 250 0 0 318 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15
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Intersection
Intersection Delay, s/veh 11.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 27 10 15 131 25 49 5 189 44 42 254 7 Future Vol, veh/h 27 10 15 131 25 49 5 189 44 42 254 7
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 1 7 8 1 1 3 1 1 4 1 1 7
Mvmt Flow 28 11 16 138 26 52 5 199 46 44 267 7
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9.3 11.1 10.8 12.2

HCM LOS A B B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 2% 52% 64% 14%
Vol Thru, % 79% 19% 12% 84%
Vol Right, % 18% 29% 24% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 238 52 205 303
LT Vol 5 27 131 42
Through Vol 189 10 25 254
RT Vol 44 15 49 7
Lane Flow Rate 251 55 216 319
Geometry Grp 1 1 1 1
Degree of Util (X) 0.35 0.087 0.326 0.451
Departure Headway (Hd) 5.036 5.698 5.443 5.085
Convergence, Y/N Yes Yes Yes Yes
Cap 714 628 660 711
Service Time 3.068 3.743 3.478 3.085
HCM Lane V/C Ratio 0.352 0.088 0.327 0.449
HCM Control Delay 10.8 9.3 11.1 12.2
HCM Lane LOS B A B B
HCM 95th-tile Q 1.6 0.3 1.4 2.4
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 42 239 45 191 427 25 45 174 94 23 295 74 Future Volume (vph) 42 239 45 191 427 25 45 174 94 23 295 74 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 105 0 100 0 0 50 0 50
Storage Lanes 1 0 1 0 0 1 0 1
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.976 0.992 0.850 0.850
Flt Protected 0.950 0.950 0.990 0.996
Satd. Flow (prot) 1599 3214 0 1599 3315 0 0 1764 1443 0 1773 1500 Flt Permitted 0.950 0.950 0.797 0.966
Satd. Flow (perm) 1599 3214 0 1599 3315 0 0 1420 1443 0 1719 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 25 8 135 135
Link Speed (mph) 35 35 40 40
Link Distance (ft) 425 524 671 1334
Travel Time (s) 8.3 10.2 11.4 22.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 4% 3% 1% 2% 8% 1% 1% 6% 3% 1% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 46 260 49 208 464 27 49 189 102 25 321 80 Shared Lane Traffic (%)
Lane Group Flow (vph) 46 309 0 208 491 0 0 238 102 0 346 80 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 2 1 1 2 1
Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 8 8 8 4 4 4
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.7 31.7 9.7 31.7 31.7 31.7 31.7 31.7 31.7 31.7 Total Split (s) 11.1 32.0 24.0 44.9 34.0 34.0 34.0 34.0 34.0 34.0 Total Split (%) 12.3% 35.6% 26.7% 49.9% 37.8% 37.8% 37.8% 37.8% 37.8% 37.8% Maximum Green (s) 6.4 27.3 19.3 40.2 29.3 29.3 29.3 29.3 29.3 29.3 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min None Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 6.4 11.0 13.0 23.1 17.2 17.2 17.2 17.2 Actuated g/C Ratio 0.11 0.20 0.23 0.41 0.31 0.31 0.31 0.31 v/c Ratio 0.25 0.47 0.56 0.36 0.55 0.19 0.66 0.14
Control Delay 31.9 22.8 27.5 14.5 22.6 2.9 24.5 1.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.9 22.8 27.5 14.5 22.6 2.9 24.5 1.5

LOS C C C B C A C A
Approach Delay 24.0 18.4 16.7 20.2
Approach LOS C B B C
90th %ile Green (s) 6.4 15.5 19.3 28.4 27.3 27.3 27.3 27.3 27.3 27.3 90th %ile Term Code Max Gap Max Hold Hold Hold Hold Gap Gap Gap 70th %ile Green (s) 6.4 12.8 15.9 22.3 20.7 20.7 20.7 20.7 20.7 20.7 70th %ile Term Code Max Gap Gap Hold Hold Hold Hold Gap Gap Gap 50th %ile Green (s) 6.4 10.8 12.9 17.3 16.7 16.7 16.7 16.7 16.7 16.7 50th %ile Term Code Max Gap Gap Hold Hold Hold Hold Gap Gap Gap 30th %ile Green (s) 0.0 9.1 10.4 24.2 13.5 13.5 13.5 13.5 13.5 13.5 30th %ile Term Code Skip Gap Gap Hold Hold Hold Hold Gap Gap Gap 10th %ile Green (s) 0.0 7.3 7.8 19.8 9.9 9.9 9.9 9.9 9.9 9.9 10th %ile Term Code Skip Gap Gap Hold Hold Hold Hold Gap Gap Gap Stops (vph) 39 210 153 286 165 7 250 3
Fuel Used(gal) 1 5 3 5 4 1 7 1
CO Emissions (g/hr) 60 342 206 363 254 39 484 50
NOx Emissions (g/hr) 12 67 40 71 49 7 94 10
VOC Emissions (g/hr) 14 79 48 84 59 9 112 12
Dilemma Vehicles (#) 0 17 0 28 14 0 21 0
Queue Length 50th (ft) 14 43 59 64 63 0 96 0
Queue Length 95th (ft) 53 100 149 126 150 18 210 9
Internal Link Dist (ft) 345 444 591 1254
Turn Bay Length (ft) 105 100 50 50
Base Capacity (vph) 192 1662 580 2489 782 855 947 886
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.24 0.19 0.36 0.20 0.30 0.12 0.37 0.09 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 56.1
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 19.6 Intersection LOS: B
Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15
90th %ile Actuated Cycle: 76.2
70th %ile Actuated Cycle: 63.5
50th %ile Actuated Cycle: 54.5
30th %ile Actuated Cycle: 47.1
10th %ile Actuated Cycle: 39.1
Splits and Phases: 13: Texas St & Lugonia Ave
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 239 45 191 427 25 45 174 94 23 295 74 Future Volume (veh/h) 42 239 45 191 427 25 45 174 94 23 295 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1687 1744 1758 1687 1772 1688 1786 1786 1716 1758 1786 1772 Adj Flow Rate, veh/h 46 260 49 208 464 27 49 189 102 25 321 80 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, % 1 4 3 1 2 8 1 1 6 3 1 2
Cap, veh/h 70 408 76 253 841 49 71 218 683 63 466 705
Arrive On Green 0.04 0.15 0.15 0.16 0.26 0.26 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1606 2789 518 1606 3234 188 3 465 1454 1 992 1502 Grp Volume(v), veh/h 46 153 156 208 241 250 238 0 102 346 0 80 Grp Sat Flow(s),veh/h/ln 1606 1657 1651 1606 1683 1738 468 0 1454 993 0 1502 Q Serve(g_s), s 1.8 5.4 5.6 7.8 7.7 7.7 0.2 0.0 2.5 0.2 0.0 1.9 Cycle Q Clear(g_c), s 1.8 5.4 5.6 7.8 7.7 7.7 29.2 0.0 2.5 29.2 0.0 1.9 Prop In Lane 1.00 0.31 1.00 0.11 0.21 1.00 0.07 1.00
Lane Grp Cap(c), veh/h 70 242 241 253 438 452 289 0 683 529 0 705 V/C Ratio(X) 0.66 0.63 0.65 0.82 0.55 0.55 0.82 0.00 0.15 0.65 0.00 0.11 Avail Cap(c_a), veh/h 165 727 724 498 1088 1123 291 0 685 531 0 707 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.3 25.0 25.0 25.4 19.9 19.9 15.1 0.0 9.4 12.8 0.0 9.2 Incr Delay (d2), s/veh 9.9 2.7 2.9 6.6 1.1 1.1 16.9 0.0 0.1 2.9 0.0 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/ln 0.8 2.1 2.2 3.2 2.9 3.0 3.1 0.0 0.7 3.0 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.2 27.7 27.9 31.9 21.0 21.0 32.0 0.0 9.5 15.7 0.0 9.3 LnGrp LOS D C C C C C C A A B A A
Approach Vol, veh/h 355 699 340 426
Approach Delay, s/veh 29.3 24.2 25.3 14.5
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.5 13.8 34.0 7.4 20.9 34.0
Change Period (Y+Rc), s * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 19 * 27 * 29 * 6.4 * 40 * 29 Max Q Clear Time (g_c+I1), s 9.8 7.6 31.2 3.8 9.7 31.2
Green Ext Time (p_c), s 0.4 1.6 0.0 0.0 3.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 23.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page E-42 376 of 967 Neighborhoods at Lugonia Village ___________________________________________________________________________________________________________________ Traffic Study Appendix F:

Existing Year With Project (Scenario A) PM Peak Hour
Analysis Worksheets
Redlands Regular Meeting of 03-05-2024 377 of 967
Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 102 582 85 125 232 129 49 61 269 161 256 125 Future Volume (vph) 102 582 85 125 232 129 49 61 269 161 256 125 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 260 0 175 175 225 0 75 0
Storage Lanes 1 1 1 1 1 1 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 1.00
Frt 0.850 0.850 0.850 0.951
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 3353 1500 1583 1698 1471 1583 1765 1500 1568 3164 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 3353 1500 1583 1698 1471 1583 1765 1500 1568 3164 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 155 155 113 75
Link Speed (mph) 30 30 35 30
Link Distance (ft) 1161 720 1341 1495
Travel Time (s) 26.4 16.4 26.1 34.0
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 6% 4% 2% 2% 2% 3% 2% 3%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 105 600 88 129 239 133 51 63 277 166 264 129 Shared Lane Traffic (%)
Lane Group Flow (vph) 105 600 88 129 239 133 51 63 277 166 393 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 5 2 1 6 3 8 1 7 4
Permitted Phases 2 6 8
Detector Phase 5 2 2 1 6 6 3 8 1 7 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page F-1 378 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 22.5 38.0 38.0 22.5 37.0 37.0 9.7 37.0 22.5 14.7 37.0 Total Split (s) 22.5 38.4 38.4 22.6 38.5 38.5 12.4 37.0 22.6 22.0 46.6 Total Split (%) 18.8% 32.0% 32.0% 18.8% 32.1% 32.1% 10.3% 30.8% 18.8% 18.3% 38.8% Maximum Green (s) 17.8 32.4 32.4 17.9 32.5 32.5 7.7 31.0 17.9 17.3 40.6 Yellow Time (s) 3.7 5.0 5.0 3.7 5.0 5.0 3.7 5.0 3.7 3.7 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 6.0 6.0 4.7 6.0 6.0 4.7 6.0 4.7 4.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 25.0 25.0 24.0 24.0 24.0 24.0
Pedestrian Calls (#/hr) 0 0 0 0 0 2
Act Effct Green (s) 11.4 21.3 21.3 12.4 26.2 26.2 7.5 10.1 25.0 15.2 20.0 Actuated g/C Ratio 0.15 0.27 0.27 0.16 0.33 0.33 0.10 0.13 0.32 0.19 0.26 v/c Ratio 0.46 0.66 0.17 0.52 0.42 0.22 0.34 0.28 0.50 0.55 0.46 Control Delay 43.0 30.8 0.8 43.6 28.2 4.3 47.7 38.6 15.9 42.3 23.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.0 30.8 0.8 43.6 28.2 4.3 47.7 38.6 15.9 42.3 23.8

LOS D C A D C A D D B D C
Approach Delay 29.1 25.8 23.7 29.3
Approach LOS C C C C
90th %ile Green (s) 17.4 32.4 32.4 17.9 32.9 32.9 7.7 21.4 17.9 17.3 31.0 90th %ile Term Code Gap Max Max Max Hold Hold Max Hold Max Max Ped 70th %ile Green (s) 13.3 25.6 25.6 14.8 27.1 27.1 7.7 10.0 14.8 17.3 19.6 70th %ile Term Code Gap Gap Gap Gap Hold Hold Max Gap Gap Max Hold 50th %ile Green (s) 11.1 21.6 21.6 12.3 22.8 22.8 7.7 8.5 12.3 14.9 15.7 50th %ile Term Code Gap Gap Gap Gap Hold Hold Max Gap Gap Gap Hold 30th %ile Green (s) 9.1 17.6 17.6 10.0 18.5 18.5 0.0 7.2 10.0 12.1 24.0 30th %ile Term Code Gap Gap Gap Gap Hold Hold Skip Gap Gap Gap Hold 10th %ile Green (s) 0.0 11.1 11.1 7.1 22.9 22.9 0.0 0.0 7.1 11.3 10.0 10th %ile Term Code Skip Gap Gap Gap Hold Hold Skip Skip Gap Hold Min Stops (vph) 85 473 0 106 172 11 45 51 113 132 237
Fuel Used(gal) 2 12 1 2 4 1 2 2 7 4 8
CO Emissions (g/hr) 160 806 55 168 251 63 122 142 479 279 531 NOx Emissions (g/hr) 31 157 11 33 49 12 24 28 93 54 103 VOC Emissions (g/hr) 37 187 13 39 58 15 28 33 111 65 123 Dilemma Vehicles (#) 0 0 0 0 0 0 0 3 0 0 0
Queue Length 50th (ft) 48 136 0 59 96 0 24 29 59 75 73
Queue Length 95th (ft) 124 253 2 147 216 32 76 77 147 #200 141 Internal Link Dist (ft) 1081 640 1261 1415
Turn Bay Length (ft) 260 175 175 225 75
Base Capacity (vph) 394 1518 764 396 772 754 170 765 683 379 1828 Redlands Regular Meeting of 03-05-2024 Page F-2 379 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.27 0.40 0.12 0.33 0.31 0.18 0.30 0.08 0.41 0.44 0.21 Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 78.3
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 27.5 Intersection LOS: C
Intersection Capacity Utilization 59.4% ICU Level of Service B Analysis Period (min) 15
90th %ile Actuated Cycle: 110.4
70th %ile Actuated Cycle: 89.1
50th %ile Actuated Cycle: 78.7
30th %ile Actuated Cycle: 68.3
10th %ile Actuated Cycle: 44.9
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave Redlands Regular Meeting of 03-05-2024 Page F-3 380 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 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) 102 582 85 125 232 129 49 61 269 161 256 125 Future Volume (veh/h) 102 582 85 125 232 129 49 61 269 161 256 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1673 1772 1772 1673 1716 1744 1673 1772 1772 1660 1772 1758 Adj Flow Rate, veh/h 105 600 88 129 239 133 51 63 277 166 264 129 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 6 4 2 2 2 3 2 3
Cap, veh/h 150 843 376 175 455 392 71 362 471 214 653 310 Arrive On Green 0.09 0.25 0.25 0.11 0.27 0.27 0.04 0.20 0.20 0.14 0.30 0.30 Sat Flow, veh/h 1594 3367 1502 1594 1716 1478 1594 1772 1502 1581 2214 1050 Grp Volume(v), veh/h 105 600 88 129 239 133 51 63 277 166 199 194 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1716 1478 1594 1772 1502 1581 1683 1580 Q Serve(g_s), s 4.5 11.6 3.3 5.6 8.5 5.2 2.2 2.1 11.0 7.2 6.7 7.0 Cycle Q Clear(g_c), s 4.5 11.6 3.3 5.6 8.5 5.2 2.2 2.1 11.0 7.2 6.7 7.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.66
Lane Grp Cap(c), veh/h 150 843 376 175 455 392 71 362 471 214 497 466 V/C Ratio(X) 0.70 0.71 0.23 0.74 0.52 0.34 0.72 0.17 0.59 0.78 0.40 0.42 Avail Cap(c_a), veh/h 398 1532 683 401 783 675 172 772 818 384 960 901 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.3 24.3 21.3 30.7 22.3 21.1 33.6 23.4 20.5 29.7 20.1 20.2 Incr Delay (d2), s/veh 5.7 1.1 0.3 6.0 0.9 0.5 12.6 0.2 1.2 6.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 4.5 1.1 2.4 3.3 1.7 1.1 0.8 3.7 3.0 2.6 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.0 25.5 21.6 36.7 23.3 21.6 46.2 23.6 21.7 35.7 20.6 20.8 LnGrp LOS D C C D C C D C C D C C
Approach Vol, veh/h 793 501 391 559
Approach Delay, s/veh 26.6 26.3 25.2 25.1
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 23.8 7.9 27.0 11.4 24.9 14.3 20.6 Change Period (Y+Rc), s * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 Max Green Setting (Gmax), s * 18 32.4 * 7.7 40.6 * 18 32.5 * 17 31.0 Max Q Clear Time (g_c+I1), s 7.6 13.6 4.2 9.0 6.5 10.5 9.2 13.0 Green Ext Time (p_c), s 0.2 4.2 0.0 2.6 0.2 1.8 0.3 1.2 Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page F-4 381 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 393 482 137 25 320 160 56 384 37 184 12 110 Future Volume (vph) 393 482 137 25 320 160 56 384 37 184 12 110 Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 245 0 160 0 100 100 110 0
Storage Lanes 2 1 1 1 1 1 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.987 0.864
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1485 1583 1748 1485 1568 3309 0 1568 1470 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1485 1583 1748 1485 1568 3309 0 1568 1470 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 155 198 8 113
Link Speed (mph) 30 40 35 30
Link Distance (ft) 720 275 1384 996
Travel Time (s) 16.4 4.7 27.0 22.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 3% 2% 3% 3% 3% 2% 2% 3% 4% 6%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 405 497 141 26 330 165 58 396 38 190 12 113 Shared Lane Traffic (%)
Lane Group Flow (vph) 405 497 141 26 330 165 58 434 0 190 125 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.24 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Detector Phase 5 2 2 1 6 6 3 8 7 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page F-5 382 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 10.0 5.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 14.7 36.0 36.0 14.7 36.0 36.0 14.7 35.0 14.7 35.0 Total Split (s) 25.3 46.8 46.8 14.7 36.2 36.2 15.1 35.0 23.5 43.4 Total Split (%) 21.1% 39.0% 39.0% 12.3% 30.2% 30.2% 12.6% 29.2% 19.6% 36.2% Maximum Green (s) 20.6 40.8 40.8 10.0 30.2 30.2 10.4 29.0 18.8 37.4 Yellow Time (s) 3.7 5.0 5.0 3.7 5.0 5.0 3.7 5.0 3.7 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 6.0 6.0 4.7 6.0 6.0 4.7 6.0 4.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 23.0 23.0 23.0 23.0 22.0 22.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 18.4 39.4 39.4 10.3 24.0 24.0 10.5 18.7 16.4 28.8 Actuated g/C Ratio 0.18 0.40 0.40 0.10 0.24 0.24 0.11 0.19 0.16 0.29 v/c Ratio 0.76 0.71 0.21 0.16 0.78 0.32 0.35 0.69 0.74 0.25 Control Delay 50.8 35.5 4.1 49.9 50.9 4.3 53.9 44.6 60.2 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 50.8 35.5 4.1 49.9 50.9 4.3 53.9 44.6 60.2 8.9

LOS D D A D D A D D E A
Approach Delay 37.2 36.1 45.7 39.8
Approach LOS D D D D
90th %ile Green (s) 20.6 40.8 40.8 10.0 30.2 30.2 10.4 26.0 18.8 34.4 90th %ile Term Code Max Max Max Max Max Max Max Gap Max Hold 70th %ile Green (s) 20.6 40.8 40.8 10.0 30.2 30.2 10.4 21.6 18.8 30.0 70th %ile Term Code Max Max Max Max Max Max Max Gap Max Hold 50th %ile Green (s) 20.6 36.9 36.9 10.0 26.3 26.3 10.0 19.3 18.8 28.1 50th %ile Term Code Max Gap Gap Max Hold Hold Min Gap Max Hold 30th %ile Green (s) 17.2 42.5 42.5 0.0 20.6 20.6 10.0 16.0 15.2 21.2 30th %ile Term Code Gap Hold Hold Skip Gap Gap Min Gap Gap Hold 10th %ile Green (s) 12.9 32.2 32.2 0.0 14.6 14.6 0.0 12.0 10.9 27.6 10th %ile Term Code Gap Hold Hold Skip Gap Gap Skip Gap Gap Hold Stops (vph) 347 386 13 24 283 10 51 367 159 22
Fuel Used(gal) 8 8 1 1 8 1 2 11 5 1
CO Emissions (g/hr) 572 581 67 44 549 78 109 754 319 90 NOx Emissions (g/hr) 111 113 13 9 107 15 21 147 62 17
VOC Emissions (g/hr) 133 135 15 10 127 18 25 175 74 21
Dilemma Vehicles (#) 0 0 0 0 14 0 0 15 0 0
Queue Length 50th (ft) 134 305 0 17 209 0 38 145 123 6
Queue Length 95th (ft) #223 #506 35 48 336 33 86 207 #248 52 Internal Link Dist (ft) 640 195 1304 916
Turn Bay Length (ft) 245 160 100 110
Base Capacity (vph) 617 752 722 164 547 600 169 1000 305 638 Redlands Regular Meeting of 03-05-2024 Page F-6 383 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.66 0.66 0.20 0.16 0.60 0.28 0.34 0.43 0.62 0.20 Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 99.6
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay: 39.1 Intersection LOS: D
Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15
90th %ile Actuated Cycle: 117
70th %ile Actuated Cycle: 112.6
50th %ile Actuated Cycle: 106.4
30th %ile Actuated Cycle: 90.4
10th %ile Actuated Cycle: 71.8
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave Redlands Regular Meeting of 03-05-2024 Page F-7 384 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 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) 393 482 137 25 320 160 56 384 37 184 12 110 Future Volume (veh/h) 393 482 137 25 320 160 56 384 37 184 12 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1758 1673 1758 1758 1660 1772 1772 1660 1744 1716 Adj Flow Rate, veh/h 405 497 141 26 330 165 58 396 38 190 12 113 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 3 2 3 3 3 2 2 3 4 6
Cap, veh/h 501 615 517 88 405 343 146 548 52 228 33 310 Arrive On Green 0.17 0.35 0.35 0.06 0.23 0.23 0.09 0.18 0.18 0.14 0.23 0.23 Sat Flow, veh/h 2910 1772 1490 1594 1758 1490 1581 3105 296 1581 144 1356 Grp Volume(v), veh/h 405 497 141 26 330 165 58 214 220 190 0 125 Grp Sat Flow(s),veh/h/ln 1455 1772 1490 1594 1758 1490 1581 1683 1719 1581 0 1500 Q Serve(g_s), s 10.3 19.7 5.3 1.2 13.7 7.4 2.7 9.3 9.4 9.0 0.0 5.4 Cycle Q Clear(g_c), s 10.3 19.7 5.3 1.2 13.7 7.4 2.7 9.3 9.4 9.0 0.0 5.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 0.90
Lane Grp Cap(c), veh/h 501 615 517 88 405 343 146 297 303 228 0 343 V/C Ratio(X) 0.81 0.81 0.27 0.29 0.82 0.48 0.40 0.72 0.73 0.83 0.00 0.36 Avail Cap(c_a), veh/h 776 935 786 206 687 582 213 632 645 385 0 726 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 30.8 22.9 18.2 35.1 28.2 25.7 33.1 30.0 30.1 32.2 0.0 25.1 Incr Delay (d2), s/veh 3.6 3.1 0.3 1.8 4.0 1.0 1.8 3.3 3.3 7.7 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 8.2 1.7 0.5 5.8 2.6 1.1 3.8 4.0 3.8 0.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.4 26.0 18.5 36.9 32.2 26.8 34.8 33.3 33.4 39.9 0.0 25.8 LnGrp LOS C C B D C C C C C D A C
Approach Vol, veh/h 1043 521 492 315
Approach Delay, s/veh 28.3 30.7 33.5 34.3
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.0 32.8 11.8 23.7 18.0 23.8 15.8 19.6 Change Period (Y+Rc), s * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 Max Green Setting (Gmax), s * 10 40.8 * 10 37.4 * 21 30.2 * 19 29.0 Max Q Clear Time (g_c+I1), s 3.2 21.7 4.7 7.4 12.3 15.7 11.0 11.4 Green Ext Time (p_c), s 0.0 3.6 0.0 0.8 1.0 2.1 0.3 2.3 Intersection Summary
HCM 6th Ctrl Delay 30.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page F-8 385 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 3: Tennessee St & Pennsylvania Ave 01/13/2023
Synchro 11 Report

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Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 4 473 17 6 168
Future Vol, veh/h 13 4 473 17 6 168
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 14 4 514 18 7 183
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 720 523 0 0 532 0
Stage 1 523 - - - - -
Stage 2 197 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 395 554 - - 1036 -
Stage 1 595 - - - - -
Stage 2 836 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 392 554 - - 1036 -
Mov Cap-2 Maneuver 392 - - - - -
Stage 1 595 - - - - -
Stage 2 830 - - - - -
Approach WB NB SB
HCM Control Delay, s 13.9 0 0.3

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 421 1036 -
HCM Lane V/C Ratio - - 0.044 0.006 -
HCM Control Delay (s) - - 13.9 8.5 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.1 0 -
Redlands Regular Meeting of 03-05-2024 Page F-9 386 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 3: Tennessee St & Pennsylvania Ave 01/13/2023
Synchro 11 Report

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Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 4 473 17 6 168
Future Volume (vph) 13 4 473 17 6 168
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 100 100
Storage Lanes 1 0 0 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.970 0.995
Flt Protected 0.963 0.950
Satd. Flow (prot) 1648 0 1756 0 1676 1765
Flt Permitted 0.963 0.950
Satd. Flow (perm) 1648 0 1756 0 1676 1765
Link Speed (mph) 30 35 35
Link Distance (ft) 755 1312 1384
Travel Time (s) 17.2 25.6 27.0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 14 4 514 18 7 183
Shared Lane Traffic (%)
Lane Group Flow (vph) 18 0 532 0 7 183
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.4% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page F-10 387 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 4: Tennessee St & Lugonia Ave 01/13/2023
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 64 784 404 151 452 117 301 309 265 89 83 9 Future Volume (vph) 64 784 404 151 452 117 301 309 265 89 83 9 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 110 150 0 200 0 100 50
Storage Lanes 1 1 1 0 1 1 1 1
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.99 0.99 0.98
Frt 0.850 0.969 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 3353 1500 1583 1701 0 1583 1765 1471 1583 1748 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 3353 1470 1583 1701 0 1583 1765 1449 1583 1748 1463 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 302 15 241 133
Link Speed (mph) 40 35 35 35
Link Distance (ft) 349 421 663 1312
Travel Time (s) 5.9 8.2 12.9 25.6
Confl. Peds. (#/hr) 8 3 3 3
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% 3% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 66 808 416 156 466 121 310 319 273 92 86 9 Shared Lane Traffic (%)
Lane Group Flow (vph) 66 808 416 156 587 0 310 319 273 92 86 9 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 2 1 1 2 1
Detector Template Left Thru Right Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 8 4
Detector Phase 5 2 2 1 6 3 8 8 7 4 4
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 32.0 32.0 9.5 32.0 9.5 32.0 32.0 9.5 32.0 32.0 Total Split (s) 9.5 32.0 32.0 11.0 33.5 15.0 32.1 32.1 14.9 32.0 32.0 Total Split (%) 10.6% 35.6% 35.6% 12.2% 37.2% 16.7% 35.7% 35.7% 16.6% 35.6% 35.6% Maximum Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 27.1 27.1 10.4 27.0 27.0 Yellow Time (s) 3.5 4.0 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 5.0 4.5 5.0 4.5 5.0 5.0 4.5 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0
Pedestrian Calls (#/hr) 8 8 3 3 3 3 3
Act Effct Green (s) 5.3 25.4 25.4 6.8 30.0 11.2 19.6 19.6 9.0 17.6 17.6 Actuated g/C Ratio 0.07 0.33 0.33 0.09 0.39 0.14 0.25 0.25 0.12 0.23 0.23 v/c Ratio 0.62 0.74 0.61 1.12 0.88 1.36 0.72 0.50 0.50 0.22 0.02 Control Delay 67.2 29.9 11.8 153.2 43.9 221.3 37.3 8.7 46.2 25.9 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.2 29.9 11.8 153.2 43.9 221.3 37.3 8.7 46.2 25.9 0.1

LOS E C B F D F D A D C A
Approach Delay 26.0 66.8 91.9 34.6
Approach LOS C E F C
90th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 27.1 27.1 10.4 27.0 27.0 90th %ile Term Code Max Max Max Max Max Max Max Max Max Ped Ped 70th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 25.3 25.3 10.4 25.2 25.2 70th %ile Term Code Max Max Max Max Max Max Gap Gap Max Hold Hold 50th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 20.9 20.9 10.1 20.5 20.5 50th %ile Term Code Max Max Max Max Max Max Gap Gap Gap Hold Hold 30th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 16.5 16.5 8.3 14.3 14.3 30th %ile Term Code Max Hold Hold Max Max Max Gap Gap Gap Hold Hold 10th %ile Green (s) 0.0 17.5 17.5 6.5 28.5 10.9 10.4 10.4 0.0 0.0 0.0 10th %ile Term Code Skip Hold Hold Max Max Hold Gap Gap Skip Skip Skip Stops (vph) 52 652 112 100 416 198 263 48 79 60 0
Fuel Used(gal) 2 16 4 6 11 18 8 4 2 2 0
CO Emissions (g/hr) 123 1101 309 431 761 1277 533 256 159 117 6 NOx Emissions (g/hr) 24 214 60 84 148 248 104 50 31 23 1 VOC Emissions (g/hr) 29 255 72 100 176 296 124 59 37 27 1 Dilemma Vehicles (#) 0 45 0 0 32 0 15 0 0 4 0
Queue Length 50th (ft) 35 196 43 ~104 297 ~233 153 13 46 36 0 Queue Length 95th (ft) #110 294 149 #239 #574 #420 242 74 99 72 0 Internal Link Dist (ft) 269 341 583 1232
Turn Bay Length (ft) 130 110 150 200 100 50
Base Capacity (vph) 107 1227 729 139 666 228 648 685 223 640 620 Redlands Regular Meeting of 03-05-2024 Page F-12 389 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 4: Tennessee St & Lugonia Ave 01/13/2023
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.62 0.66 0.57 1.12 0.88 1.36 0.49 0.40 0.41 0.13 0.01 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 77.6
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.36
Intersection Signal Delay: 55.3 Intersection LOS: E
Intersection Capacity Utilization 77.6% ICU Level of Service D Analysis Period (min) 15
90th %ile Actuated Cycle: 90
70th %ile Actuated Cycle: 88.2
50th %ile Actuated Cycle: 83.5
30th %ile Actuated Cycle: 77.3
10th %ile Actuated Cycle: 48.9
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 4: Tennessee St & Lugonia Ave
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 64 784 404 151 452 117 301 309 265 89 83 9 Future Volume (veh/h) 64 784 404 151 452 117 301 309 265 89 83 9 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1744 1673 1758 1772 Adj Flow Rate, veh/h 66 808 416 156 466 121 310 319 273 92 86 9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 4 2 3 2
Cap, veh/h 81 1132 501 143 508 132 230 426 354 115 295 250 Arrive On Green 0.05 0.34 0.34 0.09 0.38 0.38 0.14 0.24 0.24 0.07 0.17 0.17 Sat Flow, veh/h 1594 3367 1491 1594 1355 352 1594 1772 1472 1594 1758 1488 Grp Volume(v), veh/h 66 808 416 156 0 587 310 319 273 92 86 9 Grp Sat Flow(s),veh/h/ln 1594 1683 1491 1594 0 1707 1594 1772 1472 1594 1758 1488 Q Serve(g_s), s 3.0 15.2 18.7 6.5 0.0 23.8 10.5 12.1 12.6 4.1 3.1 0.4 Cycle Q Clear(g_c), s 3.0 15.2 18.7 6.5 0.0 23.8 10.5 12.1 12.6 4.1 3.1 0.4 Prop In Lane 1.00 1.00 1.00 0.21 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 81 1132 501 143 0 640 230 426 354 115 295 250 V/C Ratio(X) 0.82 0.71 0.83 1.09 0.00 0.92 1.35 0.75 0.77 0.80 0.29 0.04 Avail Cap(c_a), veh/h 110 1252 554 143 0 670 230 661 549 228 654 553 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 21.0 22.2 33.1 0.0 21.6 31.1 25.5 25.7 33.2 26.4 25.3 Incr Delay (d2), s/veh 27.9 1.7 9.5 102.6 0.0 17.1 181.5 2.7 3.6 12.1 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 5.6 7.2 6.5 0.0 11.5 15.4 5.1 4.4 1.9 1.3 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.1 22.8 31.6 135.7 0.0 38.7 212.5 28.2 29.3 45.3 27.0 25.4 LnGrp LOS E C C F A D F C C D C C
Approach Vol, veh/h 1290 743 902 187
Approach Delay, s/veh 27.7 59.1 91.9 35.9
Approach LOS C E F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 29.4 15.0 17.2 8.2 32.2 9.7 22.5 Change Period (Y+Rc), s 4.5 5.0 4.5 5.0 4.5 5.0 4.5 5.0 Max Green Setting (Gmax), s 6.5 27.0 10.5 27.0 5.0 28.5 10.4 27.1 Max Q Clear Time (g_c+I1), s 8.5 20.7 12.5 5.1 5.0 25.8 6.1 14.6 Green Ext Time (p_c), s 0.0 3.5 0.0 0.4 0.0 1.0 0.1 2.3 Intersection Summary
HCM 6th Ctrl Delay 54.2
HCM 6th LOS D
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 119 3 231 223 732 0 0 530 136 Future Volume (vph) 0 0 0 119 3 231 223 732 0 0 530 136 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 150 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.902 0.969
Flt Protected 0.983 0.950
Satd. Flow (prot) 0 0 0 0 2953 0 1568 3353 0 0 3249 0
Flt Permitted 0.983 0.950
Satd. Flow (perm) 0 0 0 0 2953 0 1568 3353 0 0 3249 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 243 38
Link Speed (mph) 30 30 35 35
Link Distance (ft) 855 1063 612 817
Travel Time (s) 19.4 24.2 11.9 15.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 4% 2% 2% 3% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 125 3 243 235 771 0 0 558 143
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 371 0 235 771 0 0 701 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 2
Detector Template Left Thru Left Thru Thru
Leading Detector (ft) 20 100 20 100 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA Prot NA NA
Protected Phases 4 1 6 2
Permitted Phases 4
Detector Phase 4 4 1 6 2
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 10.0 23.5 22.5
Total Split (s) 24.0 24.0 30.0 66.0 36.0
Total Split (%) 26.7% 26.7% 33.3% 73.3% 40.0%
Maximum Green (s) 18.5 18.5 25.0 60.5 30.5
Yellow Time (s) 4.5 4.5 4.0 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.0 5.5 5.5
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None None C-Min C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 11.0
Pedestrian Calls (#/hr) 1
Act Effct Green (s) 10.0 18.6 69.0 45.4
Actuated g/C Ratio 0.11 0.21 0.77 0.50
v/c Ratio 0.68 0.73 0.30 0.42
Control Delay 19.8 43.0 1.1 15.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 19.8 43.0 1.1 15.9

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.46 0.54 0.30 0.42
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 49 (54%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 14.2 Intersection LOS: B
Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Tennessee St & I-10 WB Ramps
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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 0 119 3 231 223 732 0 0 530 136 Future Volume (veh/h) 0 0 0 119 3 231 223 732 0 0 530 136 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1744 1772 1772 1660 1772 0 0 1772 1772 Adj Flow Rate, veh/h 125 3 243 235 771 0 0 558 143
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 2 2 3 2 0 0 2 2
Cap, veh/h 306 7 278 265 2331 0 0 1246 318
Arrive On Green 0.19 0.19 0.19 0.34 1.00 0.00 0.00 0.47 0.47 Sat Flow, veh/h 1650 40 1502 1581 3455 0 0 2744 678
Grp Volume(v), veh/h 128 0 243 235 771 0 0 353 348
Grp Sat Flow(s),veh/h/ln 1689 0 1502 1581 1683 0 0 1683 1650 Q Serve(g_s), s 6.0 0.0 14.2 12.7 0.0 0.0 0.0 12.7 12.8 Cycle Q Clear(g_c), s 6.0 0.0 14.2 12.7 0.0 0.0 0.0 12.7 12.8 Prop In Lane 0.98 1.00 1.00 0.00 0.00 0.41
Lane Grp Cap(c), veh/h 313 0 278 265 2331 0 0 790 774
V/C Ratio(X) 0.41 0.00 0.87 0.89 0.33 0.00 0.00 0.45 0.45 Avail Cap(c_a), veh/h 347 0 309 439 2331 0 0 790 774
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 0.00 1.00 0.48 0.48 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 32.3 0.0 35.6 29.1 0.0 0.0 0.0 16.0 16.1 Incr Delay (d2), s/veh 0.9 0.0 21.5 6.2 0.2 0.0 0.0 1.8 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 6.7 4.2 0.1 0.0 0.0 4.9 4.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.2 0.0 57.2 35.3 0.2 0.0 0.0 17.9 17.9 LnGrp LOS C A E D A A A B B
Approach Vol, veh/h 371 1006 701
Approach Delay, s/veh 48.9 8.4 17.9
Approach LOS D A B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 20.1 47.7 22.2 67.8
Change Period (Y+Rc), s 5.0 5.5 5.5 5.5
Max Green Setting (Gmax), s 25.0 30.5 18.5 60.5
Max Q Clear Time (g_c+I1), s 14.7 14.8 16.2 2.0
Green Ext Time (p_c), s 0.5 3.8 0.5 6.2
Intersection Summary
HCM 6th Ctrl Delay 18.8
HCM 6th LOS B
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 334 348 354 0 0 0 0 621 149 239 410 0 Future Volume (vph) 334 348 354 0 0 0 0 621 149 239 410 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 200 0
Storage Lanes 0 0 0 0 0 0 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor
Frt 0.949 0.971
Flt Protected 0.984 0.950
Satd. Flow (prot) 0 3121 0 0 0 0 0 3256 0 1583 3320 0
Flt Permitted 0.984 0.950
Satd. Flow (perm) 0 3121 0 0 0 0 0 3256 0 1583 3320 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 110 34
Link Speed (mph) 30 30 35 35
Link Distance (ft) 1215 643 585 612
Travel Time (s) 27.6 14.6 11.4 11.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 352 366 373 0 0 0 0 654 157 252 432 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1091 0 0 0 0 0 811 0 252 432 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 2 1 2
Detector Template Left Thru Thru Left Thru
Leading Detector (ft) 20 100 100 20 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA NA Prot NA
Protected Phases 8 6 5 2
Permitted Phases 8
Detector Phase 8 8 6 5 2
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.5 23.5 31.5 10.0 23.5
Total Split (s) 35.0 35.0 34.0 21.0 55.0
Total Split (%) 38.9% 38.9% 37.8% 23.3% 61.1%
Maximum Green (s) 29.5 29.5 28.5 16.0 49.5
Yellow Time (s) 4.5 4.5 4.5 4.0 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.5
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None C-Min None C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 0
Act Effct Green (s) 31.3 26.9 15.8 47.7
Actuated g/C Ratio 0.35 0.30 0.18 0.53
v/c Ratio 0.94 0.81 0.91 0.25
Control Delay 43.3 35.2 63.6 15.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 43.3 35.2 63.6 15.1

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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.94 0.77 0.90 0.24
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 87.5 (97%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 38.0 Intersection LOS: D
Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 6: Tennessee St & I-10 EB Ramps
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 334 348 354 0 0 0 0 621 149 239 410 0 Future Volume (veh/h) 334 348 354 0 0 0 0 621 149 239 410 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1758 1772 1772 0 1772 1772 1673 1758 0 Adj Flow Rate, veh/h 352 366 373 0 654 157 252 432 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 2 2 0 2 2 2 3 0
Cap, veh/h 332 357 386 0 853 205 283 1837 0
Arrive On Green 0.33 0.33 0.33 0.00 0.32 0.32 0.06 0.18 0.00 Sat Flow, veh/h 1014 1088 1179 0 2782 646 1594 3428 0
Grp Volume(v), veh/h 598 0 493 0 408 403 252 432 0
Grp Sat Flow(s),veh/h/ln 1721 0 1560 0 1683 1656 1594 1670 0 Q Serve(g_s), s 29.5 0.0 28.0 0.0 19.7 19.8 14.1 10.0 0.0 Cycle Q Clear(g_c), s 29.5 0.0 28.0 0.0 19.7 19.8 14.1 10.0 0.0 Prop In Lane 0.59 0.76 0.00 0.39 1.00 0.00
Lane Grp Cap(c), veh/h 564 0 511 0 533 524 283 1837 0
V/C Ratio(X) 1.06 0.00 0.97 0.00 0.77 0.77 0.89 0.24 0.00 Avail Cap(c_a), veh/h 564 0 511 0 533 524 283 1837 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 0.00 1.00 0.00 1.00 1.00 0.91 0.91 0.00 Uniform Delay (d), s/veh 30.3 0.0 29.7 0.0 27.7 27.8 41.5 20.6 0.0 Incr Delay (d2), s/veh 54.5 0.0 31.0 0.0 10.1 10.3 25.4 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/ln 20.2 0.0 14.4 0.0 9.0 8.9 8.0 4.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 84.8 0.0 60.7 0.0 37.8 38.1 66.9 20.9 0.0 LnGrp LOS F A E A D D E C A
Approach Vol, veh/h 1091 811 684
Approach Delay, s/veh 73.9 38.0 37.9
Approach LOS E D D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 55.0 21.0 34.0 35.0
Change Period (Y+Rc), s 5.5 5.0 5.5 5.5
Max Green Setting (Gmax), s 49.5 16.0 28.5 29.5
Max Q Clear Time (g_c+I1), s 12.0 16.1 21.8 31.5
Green Ext Time (p_c), s 3.0 0.0 2.7 0.0
Intersection Summary
HCM 6th Ctrl Delay 53.1
HCM 6th LOS D
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Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 62 748 464 298 504 129
Future Volume (vph) 62 748 464 298 504 129
Ideal Flow (vphpl) 1700 1800 1800 1800 1600 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 185 0 200 0
Storage Lanes 1 0 1 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 0.95 0.95 0.97 1.00
Ped Bike Factor
Frt 0.941 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1583 3353 3155 0 2891 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1583 3353 3155 0 2891 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 310 134
Link Speed (mph) 40 40 35
Link Distance (ft) 2554 510 1299
Travel Time (s) 43.5 8.7 25.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 65 779 483 310 525 134
Shared Lane Traffic (%)
Lane Group Flow (vph) 65 779 793 0 525 134
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.07 1.24 1.07
Turning Speed (mph) 15 9 15 9
Number of Detectors 1 2 2 1 1
Detector Template Left Thru Thru Left Right
Leading Detector (ft) 20 100 100 20 20
Trailing Detector (ft) 0 0 0 0 0
Turn Type Prot NA NA Prot Perm
Protected Phases 5 2 6 4
Permitted Phases 4
Detector Phase 5 2 6 4 4
Switch Phase
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Lane Group EBL EBT WBT WBR SBL SBR
Minimum Initial (s) 3.0 5.0 5.0 5.0 5.0
Minimum Split (s) 7.8 11.3 32.3 9.8 9.8
Total Split (s) 9.0 42.0 33.0 18.0 18.0
Total Split (%) 15.0% 70.0% 55.0% 30.0% 30.0%
Maximum Green (s) 4.2 35.7 26.7 13.2 13.2
Yellow Time (s) 3.5 5.0 5.0 3.5 3.5
All-Red Time (s) 1.3 1.3 1.3 1.3 1.3
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 6.3 6.3 4.8 4.8
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None Min Min None None
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 6
Act Effct Green (s) 4.5 20.7 16.1 12.2 12.2
Actuated g/C Ratio 0.10 0.46 0.36 0.27 0.27
v/c Ratio 0.41 0.50 0.59 0.67 0.26
Control Delay 34.9 9.0 9.3 22.7 6.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 34.9 9.0 9.3 22.7 6.0

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Lane Group EBL EBT WBT WBR SBL SBR
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.41 0.29 0.37 0.58 0.24
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 44.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 12.8 Intersection LOS: B
Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15
90th %ile Actuated Cycle: 59.3
70th %ile Actuated Cycle: 51.3
50th %ile Actuated Cycle: 48.1
30th %ile Actuated Cycle: 35.1
10th %ile Actuated Cycle: 29.9
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 7: Lugonia Ave & Citrus Plaza Dr
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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 62 748 464 298 504 129
Future Volume (veh/h) 62 748 464 298 504 129
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1575 1772
Adj Flow Rate, veh/h 65 779 483 310 525 134
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 75 1721 699 447 687 355
Arrive On Green 0.05 0.51 0.35 0.35 0.24 0.24
Sat Flow, veh/h 1594 3455 2058 1259 2910 1502
Grp Volume(v), veh/h 65 779 413 380 525 134
Grp Sat Flow(s),veh/h/ln 1594 1683 1683 1545 1455 1502
Q Serve(g_s), s 1.8 6.5 9.2 9.3 7.4 3.3
Cycle Q Clear(g_c), s 1.8 6.5 9.2 9.3 7.4 3.3
Prop In Lane 1.00 0.81 1.00 1.00
Lane Grp Cap(c), veh/h 75 1721 597 548 687 355
V/C Ratio(X) 0.86 0.45 0.69 0.69 0.76 0.38
Avail Cap(c_a), veh/h 152 2735 1023 939 874 451
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 20.8 6.8 12.1 12.1 15.6 14.1
Incr Delay (d2), s/veh 23.8 0.2 1.4 1.6 3.1 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.1 1.4 2.7 2.5 2.3 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.6 7.0 13.5 13.7 18.7 14.7
LnGrp LOS D A B B B B
Approach Vol, veh/h 844 793 659
Approach Delay, s/veh 9.9 13.6 17.9
Approach LOS A B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 28.8 15.2 6.9 21.9
Change Period (Y+Rc), s * 6.3 * 4.8 * 4.8 * 6.3
Max Green Setting (Gmax), s * 36 * 13 * 4.2 * 27
Max Q Clear Time (g_c+I1), s 8.5 9.4 3.8 11.3
Green Ext Time (p_c), s 5.5 1.0 0.0 4.3
Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 1233 711 0 4 32
Future Volume (vph) 0 1233 711 0 4 32
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 100 0 0
Storage Lanes 0 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.91 0.95 1.00 1.00 1.00
Ped Bike Factor
Frt 0.879
Flt Protected 0.995
Satd. Flow (prot) 0 4818 3353 0 1543 0
Flt Permitted 0.995
Satd. Flow (perm) 0 4818 3353 0 1543 0
Link Speed (mph) 35 35 30
Link Distance (ft) 230 480 362
Travel Time (s) 4.5 9.4 8.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 0 1340 773 0 4 35
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1340 773 0 39 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.1% ICU Level of Service A Analysis Period (min) 15
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Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 1233 711 0 4 32
Future Vol, veh/h 0 1233 711 0 4 32
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1340 773 0 4 35
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 1309 387
Stage 1 - - - - 773 -
Stage 2 - - - - 536 -
Critical Hdwy - - - - 6.29 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 6.04 -
Follow-up Hdwy - - - - 3.67 3.32
Pot Cap-1 Maneuver 0 - - 0 180 611
Stage 1 0 - - 0 405 -
Stage 2 0 - - 0 518 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 180 611
Mov Cap-2 Maneuver - - - - 288 -
Stage 1 - - - - 405 -
Stage 2 - - - - 518 -
Approach EB WB SB
HCM Control Delay, s 0 0 12.1

HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1
Capacity (veh/h) - - 543
HCM Lane V/C Ratio - - 0.072
HCM Control Delay (s) - - 12.1
HCM Lane LOS - - B
HCM 95th %tile Q(veh) - - 0.2
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 110 965 162 40 510 21 169 7 58 8 5 32 Future Volume (vph) 110 965 162 40 510 21 169 7 58 8 5 32 Ideal Flow (vphpl) 1800 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 100 0 100 100 0 0 0 0
Storage Lanes 1 1 1 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.97
Frt 0.850 0.994 0.967 0.904
Flt Protected 0.950 0.950 0.965 0.991
Satd. Flow (prot) 1676 3353 1485 1568 3333 0 0 1647 0 0 1581 0 Flt Permitted 0.432 0.950 0.755 0.937
Satd. Flow (perm) 762 3353 1448 1568 3333 0 0 1288 0 0 1495 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 178 10 20 35
Link Speed (mph) 35 35 40 30
Link Distance (ft) 480 320 976 370
Travel Time (s) 9.4 6.2 16.6 8.4
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.91 0.91 0.91 0.91 0.92 0.91 0.92 0.91 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 3% 3% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 120 1060 178 44 560 23 186 8 64 9 5 35
Shared Lane Traffic (%)
Lane Group Flow (vph) 120 1060 178 44 583 0 0 258 0 0 49 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 2 1 2
Detector Template Left Thru Right Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Turn Type Perm NA Perm Prot NA Perm NA Perm NA
Protected Phases 2 1 6 8 4
Permitted Phases 2 2 8 4
Detector Phase 2 2 2 1 6 8 8 4 4
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 15.0 15.0 15.0 10.0 15.0 5.0 5.0 15.0 15.0 Minimum Split (s) 23.3 23.3 23.3 15.0 23.3 22.5 22.5 22.5 22.5 Total Split (s) 41.0 41.0 41.0 15.0 56.0 24.0 24.0 24.0 24.0 Total Split (%) 51.3% 51.3% 51.3% 18.8% 70.0% 30.0% 30.0% 30.0% 30.0% Maximum Green (s) 35.7 35.7 35.7 10.0 50.7 19.5 19.5 19.5 19.5 Yellow Time (s) 4.3 4.3 4.3 4.0 4.3 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.0 5.3 4.5 4.5
Lead/Lag Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Recall Mode Min Min Min None Min None None None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 8.0 8.0 8.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 2 2 2 0 0 0 0
Act Effct Green (s) 28.9 28.9 28.9 10.9 36.3 18.5 18.5
Actuated g/C Ratio 0.44 0.44 0.44 0.17 0.55 0.28 0.28
v/c Ratio 0.36 0.72 0.24 0.17 0.31 0.68 0.11
Control Delay 17.8 19.1 3.4 32.6 7.4 35.1 12.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.8 19.1 3.4 32.6 7.4 35.1 12.6

LOS B B A C A D B
Approach Delay 16.9 9.1 35.1 12.6
Approach LOS B A D B
90th %ile Green (s) 35.7 35.7 35.7 10.0 50.7 19.5 19.5 19.5 19.5 90th %ile Term Code Max Max Max Max Hold Max Max Hold Hold 70th %ile Green (s) 35.7 35.7 35.7 10.0 50.7 19.5 19.5 19.5 19.5 70th %ile Term Code Max Max Max Max Hold Max Max Hold Hold 50th %ile Green (s) 35.1 35.1 35.1 10.0 50.1 19.5 19.5 19.5 19.5 50th %ile Term Code Gap Gap Gap Max Hold Max Max Hold Hold 30th %ile Green (s) 22.0 22.0 22.0 0.0 22.0 15.0 15.0 15.0 15.0 30th %ile Term Code Gap Gap Gap Skip Hold Hold Hold Hold Hold 10th %ile Green (s) 16.7 16.7 16.7 0.0 16.7 15.0 15.0 15.0 15.0 10th %ile Term Code Gap Gap Gap Skip Hold Hold Hold Hold Hold Stops (vph) 68 716 17 36 229 172 17
Fuel Used(gal) 1 12 1 1 4 5 0
CO Emissions (g/hr) 90 873 56 44 262 344 24
NOx Emissions (g/hr) 18 170 11 9 51 67 5
VOC Emissions (g/hr) 21 202 13 10 61 80 5
Dilemma Vehicles (#) 0 62 0 0 29 15 0
Queue Length 50th (ft) 38 217 0 20 58 110 5
Queue Length 95th (ft) 81 288 33 50 83 #234 31
Internal Link Dist (ft) 400 240 896 290
Turn Bay Length (ft) 100 100
Base Capacity (vph) 452 1988 931 260 2605 430 507
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.27 0.53 0.19 0.17 0.22 0.60 0.10
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 65.5
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.72
Intersection Signal Delay: 16.8 Intersection LOS: B
Intersection Capacity Utilization 69.5% ICU Level of Service C Analysis Period (min) 15
90th %ile Actuated Cycle: 80
70th %ile Actuated Cycle: 80
50th %ile Actuated Cycle: 79.4
30th %ile Actuated Cycle: 46.8
10th %ile Actuated Cycle: 41.5
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 9: New York St/Proj Drwy & Lugonia Ave Redlands Regular Meeting of 03-05-2024 Page F-31 408 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 965 162 40 510 21 169 7 58 8 5 32 Future Volume (veh/h) 110 965 162 40 510 21 169 7 58 8 5 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1772 1758 1660 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 120 1060 178 44 560 23 186 8 64 9 5 35 Peak Hour Factor 0.92 0.91 0.91 0.91 0.91 0.92 0.91 0.92 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 3 3 2 2 2 2 2 2 2 2
Cap, veh/h 475 1451 640 136 1971 81 342 21 87 107 72 274 Arrive On Green 0.43 0.43 0.43 0.09 0.60 0.60 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 832 3367 1486 1581 3296 135 995 87 357 157 295 1130 Grp Volume(v), veh/h 120 1060 178 44 286 297 258 0 0 49 0 0 Grp Sat Flow(s),veh/h/ln 832 1683 1486 1581 1683 1748 1438 0 0 1583 0 0 Q Serve(g_s), s 5.9 16.1 4.8 1.6 5.1 5.1 8.6 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.9 16.1 4.8 1.6 5.1 5.1 10.1 0.0 0.0 1.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.08 0.72 0.25 0.18 0.71
Lane Grp Cap(c), veh/h 475 1451 640 136 1007 1045 450 0 0 453 0 0 V/C Ratio(X) 0.25 0.73 0.28 0.32 0.28 0.28 0.57 0.00 0.00 0.11 0.00 0.00 Avail Cap(c_a), veh/h 600 1954 863 257 1388 1440 554 0 0 564 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 11.6 14.5 11.3 26.4 6.0 6.0 21.3 0.0 0.0 18.2 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.9 0.2 1.4 0.2 0.1 1.2 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 5.3 1.4 0.6 1.3 1.4 3.1 0.0 0.0 0.5 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.9 15.5 11.6 27.8 6.1 6.1 22.5 0.0 0.0 18.3 0.0 0.0 LnGrp LOS B B B C A A C A A B A A
Approach Vol, veh/h 1358 627 258 49
Approach Delay, s/veh 14.7 7.7 22.5 18.3
Approach LOS B A C B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 10.3 31.8 19.4 42.1 19.4
Change Period (Y+Rc), s 5.0 5.3 4.5 5.3 4.5
Max Green Setting (Gmax), s 10.0 35.7 19.5 50.7 19.5
Max Q Clear Time (g_c+I1), s 3.6 18.1 3.5 7.1 12.1
Green Ext Time (p_c), s 0.0 8.4 0.2 3.8 0.8
Intersection Summary
HCM 6th Ctrl Delay 13.7
HCM 6th LOS B
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Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 90 941 540 9 4 31
Future Volume (vph) 90 941 540 9 4 31
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 90 0 0 0
Storage Lanes 1 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.998 0.880
Flt Protected 0.950 0.995
Satd. Flow (prot) 1583 3353 1761 0 1545 0
Flt Permitted 0.950 0.995
Satd. Flow (perm) 1583 3353 1761 0 1545 0
Link Speed (mph) 35 35 30
Link Distance (ft) 320 550 1320
Travel Time (s) 6.2 10.7 30.0
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 97 1012 581 10 4 33
Shared Lane Traffic (%)
Lane Group Flow (vph) 97 1012 591 0 37 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15
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Intersection
Int Delay, s/veh 0.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 90 941 540 9 4 31
Future Vol, veh/h 90 941 540 9 4 31
Conflicting Peds, #/hr 1 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 90 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 97 1012 581 10 4 33
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 592 0 - 0 1287 587
Stage 1 - - - - 587 -
Stage 2 - - - - 700 -
Critical Hdwy 4.13 - - - 6.63 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.83 -
Follow-up Hdwy 2.219 - - - 3.519 3.319
Pot Cap-1 Maneuver 982 - - - 168 509
Stage 1 - - - - 555 -
Stage 2 - - - - 455 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 981 - - - 151 509
Mov Cap-2 Maneuver - - - - 151 -
Stage 1 - - - - 500 -
Stage 2 - - - - 455 -
Approach EB WB SB
HCM Control Delay, s 0.8 0 14.9

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 981 - - - 400
HCM Lane V/C Ratio 0.099 - - - 0.094
HCM Control Delay (s) 9.1 - - - 14.9
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.3 - - - 0.3
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 23 0 2 0 14 53 2 7 0
Future Volume (vph) 0 0 0 23 0 2 0 14 53 2 7 0
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.988 0.893
Flt Protected 0.957 0.988
Satd. Flow (prot) 0 1765 0 0 1685 0 0 1591 0 0 1761 0
Flt Permitted 0.957 0.988
Satd. Flow (perm) 0 1765 0 0 1685 0 0 1591 0 0 1761 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 331 965 1320 300
Travel Time (s) 7.5 21.9 30.0 6.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 1% 2% 1% 2% 1% 1% 1% 1% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 30 0 3 0 18 69 3 9 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 33 0 0 87 0 0 12 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 14.2% ICU Level of Service A Analysis Period (min) 15
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Intersection
Int Delay, s/veh 8.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 23 0 2 0 14 53 2 7 0
Future Vol, veh/h 0 0 0 23 0 2 0 14 53 2 7 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 2 2 2 1 2 1 2 1 1 1 1 2
Mvmt Flow 0 0 0 30 0 3 0 18 69 3 9 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 3 0 0 1 0 0 - 64 1 107 63 -
Stage 1 - - - - - - - 1 - 62 62 -
Stage 2 - - - - - - - 63 - 45 1 -
Critical Hdwy 4.12 - - 4.11 - - - 6.51 6.21 7.11 6.51 - Critical Hdwy Stg 1 - - - - - - - 5.51 - 6.11 5.51 -
Critical Hdwy Stg 2 - - - - - - - 5.51 - 6.11 5.51 -
Follow-up Hdwy 2.218 - - 2.209 - - - 4.009 3.309 3.509 4.009 - Pot Cap-1 Maneuver 1619 - - 1628 - - 0 829 1087 875 830 0 Stage 1 - - - - - - 0 897 - 952 845 0
Stage 2 - - - - - - 0 844 - 971 897 0
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1619 - - 1628 - - - 814 1087 795 815 - Mov Cap-2 Maneuver - - - - - - - 814 - 795 815 -
Stage 1 - - - - - - - 897 - 952 830 -
Stage 2 - - - - - - - 829 - 891 897 -
Approach EB WB NB SB
HCM Control Delay, s 0 6.7 8.9 9.5

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1016 1619 - - 1628 - - 810
HCM Lane V/C Ratio 0.086 - - - 0.018 - - 0.014
HCM Control Delay (s) 8.9 0 - - 7.3 0 - 9.5
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 17 39 11 68 16 24 7 269 89 26 190 18 Future Volume (vph) 17 39 11 68 16 24 7 269 89 26 190 18 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.977 0.970 0.967 0.990
Flt Protected 0.987 0.969 0.999 0.995
Satd. Flow (prot) 0 1688 0 0 1675 0 0 1720 0 0 1756 0
Flt Permitted 0.987 0.969 0.999 0.995
Satd. Flow (perm) 0 1688 0 0 1675 0 0 1720 0 0 1756 0
Link Speed (mph) 30 30 40 40
Link Distance (ft) 965 361 1334 655
Travel Time (s) 21.9 8.2 22.7 11.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 3% 5% 1% 1% 1% 6% 1% 1% 1% 1% 1%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 18 41 12 72 17 25 7 283 94 27 200 19
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 71 0 0 114 0 0 384 0 0 246 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 46.8% ICU Level of Service A Analysis Period (min) 15
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Intersection
Intersection Delay, s/veh 11.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 17 39 11 68 16 24 7 269 89 26 190 18 Future Vol, veh/h 17 39 11 68 16 24 7 269 89 26 190 18
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 1 3 5 1 1 1 6 1 1 1 1 1
Mvmt Flow 18 41 12 72 17 25 7 283 94 27 200 19
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9.3 9.8 12.3 10.3

HCM LOS A A B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 2% 25% 63% 11%
Vol Thru, % 74% 58% 15% 81%
Vol Right, % 24% 16% 22% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 365 67 108 234
LT Vol 7 17 68 26
Through Vol 269 39 16 190
RT Vol 89 11 24 18
Lane Flow Rate 384 71 114 246
Geometry Grp 1 1 1 1
Degree of Util (X) 0.496 0.11 0.176 0.331
Departure Headway (Hd) 4.651 5.609 5.563 4.836
Convergence, Y/N Yes Yes Yes Yes
Cap 768 642 648 734
Service Time 2.729 3.614 3.566 2.924
HCM Lane V/C Ratio 0.5 0.111 0.176 0.335
HCM Control Delay 12.3 9.3 9.8 10.3
HCM Lane LOS B A A B
HCM 95th-tile Q 2.8 0.4 0.6 1.4
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 72 780 93 86 402 12 105 259 143 18 222 40 Future Volume (vph) 72 780 93 86 402 12 105 259 143 18 222 40 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 105 0 100 0 0 50 0 50
Storage Lanes 1 0 1 0 0 1 0 1
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.984 0.996 0.850 0.850
Flt Protected 0.950 0.950 0.986 0.996
Satd. Flow (prot) 1599 3332 0 1583 3341 0 0 1757 1515 0 1775 1515 Flt Permitted 0.950 0.950 0.780 0.959
Satd. Flow (perm) 1599 3332 0 1583 3341 0 0 1390 1515 0 1709 1515 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 16 4 78 78
Link Speed (mph) 35 35 40 40
Link Distance (ft) 426 523 671 1334
Travel Time (s) 8.3 10.2 11.4 22.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 2% 2% 1% 1% 1% 1% 1% 1% 1%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 76 821 98 91 423 13 111 273 151 19 234 42 Shared Lane Traffic (%)
Lane Group Flow (vph) 76 919 0 91 436 0 0 384 151 0 253 42 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 2 1 1 2 1
Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 8 8 8 4 4 4
Switch Phase
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.7 31.7 9.7 31.7 31.7 31.7 31.7 31.7 31.7 31.7 Total Split (s) 14.7 37.0 14.0 36.3 39.0 39.0 39.0 39.0 39.0 39.0 Total Split (%) 16.3% 41.1% 15.6% 40.3% 43.3% 43.3% 43.3% 43.3% 43.3% 43.3% Maximum Green (s) 10.0 32.3 9.3 31.6 34.3 34.3 34.3 34.3 34.3 34.3 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min None Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 8.8 26.3 8.9 26.2 26.1 26.1 26.1 26.1 Actuated g/C Ratio 0.12 0.36 0.12 0.36 0.36 0.36 0.36 0.36 v/c Ratio 0.39 0.76 0.47 0.36 0.77 0.25 0.41 0.07
Control Delay 42.3 26.7 45.4 20.1 34.7 11.4 21.9 1.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.3 26.7 45.4 20.1 34.7 11.4 21.9 1.6

LOS D C D C C B C A
Approach Delay 27.9 24.5 28.1 19.0
Approach LOS C C C B
90th %ile Green (s) 10.0 32.3 9.3 31.6 34.3 34.3 34.3 34.3 34.3 34.3 90th %ile Term Code Max Max Max Hold Max Max Max Hold Hold Hold 70th %ile Green (s) 10.0 32.3 9.3 31.6 34.3 34.3 34.3 34.3 34.3 34.3 70th %ile Term Code Max Max Max Hold Max Max Max Hold Hold Hold 50th %ile Green (s) 9.3 29.3 9.3 29.3 29.2 29.2 29.2 29.2 29.2 29.2 50th %ile Term Code Gap Gap Max Hold Gap Gap Gap Hold Hold Hold 30th %ile Green (s) 7.5 23.1 8.1 23.7 21.8 21.8 21.8 21.8 21.8 21.8 30th %ile Term Code Gap Gap Gap Hold Gap Gap Gap Hold Hold Hold 10th %ile Green (s) 0.0 13.7 0.0 13.7 12.4 12.4 12.4 12.4 12.4 12.4 10th %ile Term Code Skip Gap Skip Hold Gap Gap Gap Hold Hold Hold Stops (vph) 64 702 75 276 299 48 163 2
Fuel Used(gal) 2 16 2 5 7 1 5 0
CO Emissions (g/hr) 112 1131 118 373 501 102 339 28
NOx Emissions (g/hr) 22 220 23 73 98 20 66 5
VOC Emissions (g/hr) 26 262 27 86 116 24 78 6
Dilemma Vehicles (#) 0 51 0 20 21 0 12 0
Queue Length 50th (ft) 37 212 45 84 172 25 96 0
Queue Length 95th (ft) 85 310 #107 135 295 68 166 7
Internal Link Dist (ft) 346 443 591 1254
Turn Bay Length (ft) 105 100 50 50
Base Capacity (vph) 247 1676 228 1638 739 841 908 841
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Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.31 0.55 0.40 0.27 0.52 0.18 0.28 0.05 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 72.9
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 26.1 Intersection LOS: C
Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15
90th %ile Actuated Cycle: 90
70th %ile Actuated Cycle: 90
50th %ile Actuated Cycle: 81.9
30th %ile Actuated Cycle: 67.1
10th %ile Actuated Cycle: 35.5
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 13: Texas St & Lugonia Ave
Redlands Regular Meeting of 03-05-2024 Page F-41 418 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario A) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report

Page 8 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 780 93 86 402 12 105 259 143 18 222 40 Future Volume (veh/h) 72 780 93 86 402 12 105 259 143 18 222 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1687 1786 1786 1673 1772 1786 1786 1786 1786 1786 1786 1786 Adj Flow Rate, veh/h 76 821 98 91 423 13 111 273 151 19 234 42 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 1 1 2 2 1 1 1 1 1 1 1
Cap, veh/h 95 992 118 113 1124 34 58 97 648 48 405 648
Arrive On Green 0.06 0.33 0.33 0.07 0.34 0.34 0.43 0.43 0.43 0.43 0.43 0.43 Sat Flow, veh/h 1606 3053 364 1594 3335 102 0 226 1514 0 946 1514 Grp Volume(v), veh/h 76 456 463 91 213 223 384 0 151 253 0 42 Grp Sat Flow(s),veh/h/ln 1606 1697 1720 1594 1683 1754 226 0 1514 946 0 1514 Q Serve(g_s), s 3.7 19.9 19.9 4.5 7.7 7.7 0.0 0.0 5.1 0.0 0.0 1.3 Cycle Q Clear(g_c), s 3.7 19.9 19.9 4.5 7.7 7.7 34.3 0.0 5.1 34.3 0.0 1.3 Prop In Lane 1.00 0.21 1.00 0.06 0.29 1.00 0.08 1.00
Lane Grp Cap(c), veh/h 95 552 559 113 567 591 155 0 648 453 0 648 V/C Ratio(X) 0.80 0.83 0.83 0.80 0.38 0.38 2.48 0.00 0.23 0.56 0.00 0.06 Avail Cap(c_a), veh/h 200 684 693 185 664 691 155 0 648 453 0 648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.2 25.0 25.0 36.7 20.2 20.2 20.0 0.0 14.6 17.4 0.0 13.5 Incr Delay (d2), s/veh 14.4 6.9 6.8 12.4 0.4 0.4 685.3 0.0 0.2 1.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 8.5 8.6 2.1 2.9 3.0 31.1 0.0 1.6 3.0 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.6 31.8 31.8 49.1 20.6 20.6 705.2 0.0 14.7 19.0 0.0 13.5 LnGrp LOS D C C D C C F A B B A B
Approach Vol, veh/h 995 527 535 295
Approach Delay, s/veh 33.3 25.5 510.4 18.2
Approach LOS C C F B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.4 30.8 39.0 9.4 31.7 39.0
Change Period (Y+Rc), s * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 9.3 * 32 * 34 * 10 * 32 * 34 Max Q Clear Time (g_c+I1), s 6.5 21.9 36.3 5.7 9.7 36.3 Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 2.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 138.2
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page F-42 419 of 967 Neighborhoods at Lugonia Village ___________________________________________________________________________________________________________________ Traffic Study Appendix G:

Existing Year With Project (Scenario B) AM Peak Hour
Analysis Worksheets
Redlands Regular Meeting of 03-05-2024 420 of 967
Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 59 274 44 65 315 244 28 4 35 195 175 150 Future Volume (vph) 59 274 44 65 315 244 28 4 35 195 175 150 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 260 0 175 175 225 0 75 0
Storage Lanes 1 1 1 1 1 1 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.850 0.931
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1553 3196 1443 1583 1682 1485 1568 1538 1485 1583 3094 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1553 3196 1443 1583 1682 1485 1568 1538 1485 1583 3094 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 155 255 113 167
Link Speed (mph) 30 30 35 30
Link Distance (ft) 1161 720 1341 1495
Travel Time (s) 26.4 16.4 26.1 34.0
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 4% 7% 6% 2% 7% 3% 3% 17% 3% 2% 2% 4% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 66 304 49 72 350 271 31 4 39 217 194 167 Shared Lane Traffic (%)
Lane Group Flow (vph) 66 304 49 72 350 271 31 4 39 217 361 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 5 2 1 6 3 8 1 7 4
Permitted Phases 2 6 8
Detector Phase 5 2 2 1 6 6 3 8 1 7 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-1 421 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 22.5 38.0 38.0 22.5 37.0 37.0 9.7 37.0 22.5 14.7 37.0 Total Split (s) 22.5 38.5 38.5 22.5 38.5 38.5 10.7 37.0 22.5 22.0 48.3 Total Split (%) 18.8% 32.1% 32.1% 18.8% 32.1% 32.1% 8.9% 30.8% 18.8% 18.3% 40.3% Maximum Green (s) 17.8 32.5 32.5 17.8 32.5 32.5 6.0 31.0 17.8 17.3 42.3 Yellow Time (s) 3.7 5.0 5.0 3.7 5.0 5.0 3.7 5.0 3.7 3.7 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 6.0 6.0 4.7 6.0 6.0 4.7 6.0 4.7 4.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 25.0 25.0 24.0 24.0 24.0 24.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 8.9 20.4 20.4 9.2 20.7 20.7 6.5 6.4 11.0 18.6 15.6 Actuated g/C Ratio 0.14 0.32 0.32 0.15 0.33 0.33 0.10 0.10 0.17 0.29 0.25 v/c Ratio 0.30 0.29 0.09 0.31 0.64 0.41 0.19 0.03 0.11 0.47 0.41 Control Delay 34.1 18.4 0.3 33.9 26.0 5.6 37.5 35.8 0.7 28.1 15.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.1 18.4 0.3 33.9 26.0 5.6 37.5 35.8 0.7 28.1 15.5

LOS C B A C C A D D A C B
Approach Delay 18.8 18.8 18.0 20.2
Approach LOS B B B C
90th %ile Green (s) 12.3 32.1 32.1 12.7 32.5 32.5 6.0 6.5 12.7 17.3 17.8 90th %ile Term Code Gap Hold Hold Gap Max Max Max Gap Gap Max Hold 70th %ile Green (s) 10.0 25.0 25.0 10.3 25.3 25.3 6.0 0.0 10.3 24.3 12.3 70th %ile Term Code Gap Hold Hold Gap Gap Gap Max Skip Gap Hold Gap 50th %ile Green (s) 8.6 20.2 20.2 8.9 20.5 20.5 0.0 0.0 8.9 17.3 16.0 50th %ile Term Code Gap Hold Hold Gap Gap Gap Skip Skip Gap Max Hold 30th %ile Green (s) 7.2 16.1 16.1 7.4 16.3 16.3 0.0 0.0 7.4 16.7 15.4 30th %ile Term Code Gap Hold Hold Gap Gap Gap Skip Skip Gap Gap Hold 10th %ile Green (s) 0.0 10.5 10.5 0.0 10.5 10.5 0.0 0.0 0.0 12.8 11.5 10th %ile Term Code Skip Hold Hold Skip Gap Gap Skip Skip Skip Gap Hold Stops (vph) 51 181 0 56 243 32 26 7 0 145 140
Fuel Used(gal) 1 5 0 1 5 2 1 0 1 4 6
CO Emissions (g/hr) 86 315 28 79 334 127 66 11 47 293 391 NOx Emissions (g/hr) 17 61 5 15 65 25 13 2 9 57 76
VOC Emissions (g/hr) 20 73 6 18 77 30 15 3 11 68 91
Dilemma Vehicles (#) 0 0 0 0 0 0 0 0 0 0 0
Queue Length 50th (ft) 23 43 0 25 109 4 11 1 0 67 30
Queue Length 95th (ft) 74 96 0 78 248 57 46 13 0 #216 92 Internal Link Dist (ft) 1081 640 1261 1415
Turn Bay Length (ft) 260 175 175 225 75
Base Capacity (vph) 486 1828 892 495 962 958 165 839 581 511 2203 Redlands Regular Meeting of 03-05-2024 Page G-2 422 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.14 0.17 0.05 0.15 0.36 0.28 0.19 0.00 0.07 0.42 0.16 Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 63.3
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay: 19.2 Intersection LOS: B
Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15
90th %ile Actuated Cycle: 90
70th %ile Actuated Cycle: 75
50th %ile Actuated Cycle: 61.8
30th %ile Actuated Cycle: 55.6
10th %ile Actuated Cycle: 34
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave Redlands Regular Meeting of 03-05-2024 Page G-3 423 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 274 44 65 315 244 28 4 35 195 175 150 Future Volume (veh/h) 59 274 44 65 315 244 28 4 35 195 175 150 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1647 1702 1716 1673 1702 1758 1660 1561 1758 1673 1772 1744 Adj Flow Rate, veh/h 66 304 49 72 350 271 31 4 39 217 194 167 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 7 6 2 7 3 3 17 3 2 2 4
Cap, veh/h 138 893 402 140 470 412 54 137 262 272 396 322 Arrive On Green 0.09 0.28 0.28 0.09 0.28 0.28 0.03 0.09 0.09 0.17 0.22 0.22 Sat Flow, veh/h 1569 3233 1454 1594 1702 1490 1581 1561 1490 1594 1763 1434 Grp Volume(v), veh/h 66 304 49 72 350 271 31 4 39 217 185 176 Grp Sat Flow(s),veh/h/ln 1569 1617 1454 1594 1702 1490 1581 1561 1490 1594 1683 1514 Q Serve(g_s), s 2.3 4.3 1.4 2.4 10.6 9.1 1.1 0.1 1.3 7.4 5.4 5.8 Cycle Q Clear(g_c), s 2.3 4.3 1.4 2.4 10.6 9.1 1.1 0.1 1.3 7.4 5.4 5.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95
Lane Grp Cap(c), veh/h 138 893 402 140 470 412 54 137 262 272 378 340 V/C Ratio(X) 0.48 0.34 0.12 0.51 0.74 0.66 0.58 0.03 0.15 0.80 0.49 0.52 Avail Cap(c_a), veh/h 492 1852 833 500 975 853 167 853 945 486 1255 1128 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.6 16.4 15.4 24.7 18.7 18.2 27.0 23.7 19.8 22.6 19.2 19.3 Incr Delay (d2), s/veh 2.5 0.2 0.1 2.9 2.4 1.8 9.3 0.1 0.3 5.4 1.0 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 0.9 1.5 0.4 1.0 4.1 2.9 0.5 0.0 0.4 3.0 2.0 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.2 16.6 15.5 27.6 21.1 20.0 36.3 23.7 20.0 28.0 20.2 20.5 LnGrp LOS C B B C C B D C C C C C
Approach Vol, veh/h 419 693 74 578
Approach Delay, s/veh 18.2 21.3 27.1 23.2
Approach LOS B C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.7 21.7 6.6 18.7 9.7 21.7 14.4 11.0 Change Period (Y+Rc), s * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 Max Green Setting (Gmax), s * 18 32.5 * 6 42.3 * 18 32.5 * 17 31.0 Max Q Clear Time (g_c+I1), s 4.4 6.3 3.1 7.8 4.3 12.6 9.4 3.3 Green Ext Time (p_c), s 0.1 2.2 0.0 2.4 0.1 3.0 0.4 0.1 Intersection Summary
HCM 6th Ctrl Delay 21.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page G-4 424 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 112 288 104 46 506 273 35 279 49 126 17 83 Future Volume (vph) 112 288 104 46 506 273 35 279 49 126 17 83 Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 245 0 160 0 100 100 110 0
Storage Lanes 2 1 1 1 1 1 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor 1.00
Frt 0.850 0.850 0.978 0.876
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2730 1731 1471 1509 1748 1500 1553 3137 0 1538 1383 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2730 1731 1471 1509 1748 1500 1553 3137 0 1538 1383 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 121 286 16 97
Link Speed (mph) 30 45 35 30
Link Distance (ft) 720 275 1347 978
Travel Time (s) 16.4 4.2 26.2 22.2
Confl. Peds. (#/hr) 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 8% 4% 4% 7% 3% 2% 4% 7% 3% 5% 9% 15% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 130 335 121 53 588 317 41 324 57 147 20 97 Shared Lane Traffic (%)
Lane Group Flow (vph) 130 335 121 53 588 317 41 381 0 147 117 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.24 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Detector Phase 5 2 2 1 6 6 3 8 7 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-5 425 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 10.0 5.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 14.7 36.0 36.0 14.7 36.0 36.0 14.7 35.0 14.7 35.0 Total Split (s) 14.7 50.8 50.8 15.2 51.3 51.3 14.7 35.0 19.0 39.3 Total Split (%) 12.3% 42.3% 42.3% 12.7% 42.8% 42.8% 12.3% 29.2% 15.8% 32.8% Maximum Green (s) 10.0 44.8 44.8 10.5 45.3 45.3 10.0 29.0 14.3 33.3 Yellow Time (s) 3.7 5.0 5.0 3.7 5.0 5.0 3.7 5.0 3.7 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 6.0 6.0 4.7 6.0 6.0 4.7 6.0 4.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 23.0 23.0 23.0 23.0 22.0 22.0
Pedestrian Calls (#/hr) 0 0 0 0 1 0
Act Effct Green (s) 10.2 43.3 43.3 10.4 39.8 39.8 10.2 18.4 13.4 28.5 Actuated g/C Ratio 0.10 0.42 0.42 0.10 0.38 0.38 0.10 0.18 0.13 0.28 v/c Ratio 0.49 0.46 0.18 0.35 0.88 0.42 0.27 0.67 0.74 0.26 Control Delay 54.4 26.9 5.0 55.3 46.1 5.9 53.2 44.8 68.4 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 54.4 26.9 5.0 55.3 46.1 5.9 53.2 44.8 68.4 11.6

LOS D C A E D A D D E B
Approach Delay 28.5 33.3 45.6 43.2
Approach LOS C C D D
90th %ile Green (s) 10.0 44.8 44.8 10.5 45.3 45.3 10.0 29.0 14.3 33.3 90th %ile Term Code Max Hold Hold Max Max Max Max Ped Max Hold 70th %ile Green (s) 10.0 44.8 44.8 10.5 45.3 45.3 10.0 20.0 14.3 24.3 70th %ile Term Code Max Hold Hold Max Max Max Max Gap Max Hold 50th %ile Green (s) 10.0 44.3 44.3 10.0 44.3 44.3 10.0 17.8 14.3 22.1 50th %ile Term Code Max Hold Hold Min Gap Gap Max Gap Max Hold 30th %ile Green (s) 10.0 37.5 37.5 10.0 37.5 37.5 0.0 15.5 14.1 34.3 30th %ile Term Code Max Hold Hold Min Gap Gap Skip Gap Gap Hold 10th %ile Green (s) 10.0 42.3 42.3 0.0 27.6 27.6 0.0 11.7 10.1 26.5 10th %ile Term Code Max Hold Hold Skip Gap Gap Skip Gap Gap Hold Stops (vph) 102 203 12 43 427 34 32 279 107 22
Fuel Used(gal) 2 4 1 1 13 2 1 8 3 1
CO Emissions (g/hr) 170 302 53 90 888 153 67 579 231 79 NOx Emissions (g/hr) 33 59 10 18 173 30 13 113 45 15
VOC Emissions (g/hr) 39 70 12 21 206 35 16 134 54 18
Dilemma Vehicles (#) 0 0 0 0 21 0 0 12 0 0
Queue Length 50th (ft) 44 166 0 35 354 13 27 127 99 11
Queue Length 95th (ft) 80 275 34 79 #585 65 65 169 #207 52 Internal Link Dist (ft) 640 195 1267 898
Turn Bay Length (ft) 245 160 100 110
Base Capacity (vph) 268 762 715 155 778 826 152 905 216 520 Redlands Regular Meeting of 03-05-2024 Page G-6 426 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.49 0.44 0.17 0.34 0.76 0.38 0.27 0.42 0.68 0.23 Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 103.6
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 35.5 Intersection LOS: D
Intersection Capacity Utilization 72.9% ICU Level of Service C Analysis Period (min) 15
90th %ile Actuated Cycle: 120
70th %ile Actuated Cycle: 111
50th %ile Actuated Cycle: 107.8
30th %ile Actuated Cycle: 98.5
10th %ile Actuated Cycle: 80.8
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave Redlands Regular Meeting of 03-05-2024 Page G-7 427 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 112 288 104 46 506 273 35 279 49 126 17 83 Future Volume (veh/h) 112 288 104 46 506 273 35 279 49 126 17 83 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1500 1744 1744 1607 1758 1772 1647 1702 1758 1634 1674 1589 Adj Flow Rate, veh/h 130 335 121 53 588 317 41 324 57 147 20 97 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 8 4 4 7 3 2 4 7 3 5 9 15
Cap, veh/h 298 708 600 125 669 571 112 440 77 176 50 243 Arrive On Green 0.11 0.41 0.41 0.08 0.38 0.38 0.07 0.16 0.16 0.11 0.20 0.20 Sat Flow, veh/h 2772 1744 1478 1531 1758 1502 1569 2752 479 1556 249 1207 Grp Volume(v), veh/h 130 335 121 53 588 317 41 189 192 147 0 117 Grp Sat Flow(s),veh/h/ln 1386 1744 1478 1531 1758 1502 1569 1617 1614 1556 0 1456 Q Serve(g_s), s 3.9 12.6 4.7 2.9 27.9 14.8 2.2 9.9 10.2 8.3 0.0 6.2 Cycle Q Clear(g_c), s 3.9 12.6 4.7 2.9 27.9 14.8 2.2 9.9 10.2 8.3 0.0 6.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.30 1.00 0.83
Lane Grp Cap(c), veh/h 298 708 600 125 669 571 112 258 258 176 0 294 V/C Ratio(X) 0.44 0.47 0.20 0.42 0.88 0.55 0.37 0.73 0.75 0.83 0.00 0.40 Avail Cap(c_a), veh/h 310 873 740 180 890 760 175 524 523 249 0 542 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.4 19.5 17.2 39.1 25.8 21.8 39.6 35.8 35.8 38.8 0.0 31.0 Incr Delay (d2), s/veh 1.0 0.5 0.2 2.3 8.0 0.8 2.0 4.0 4.2 15.3 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 5.0 1.6 1.1 12.0 5.1 0.9 4.1 4.2 3.9 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.4 20.0 17.4 41.3 33.8 22.6 41.6 39.7 40.1 54.1 0.0 31.9 LnGrp LOS D C B D C C D D D D A C
Approach Vol, veh/h 586 958 422 264
Approach Delay, s/veh 23.6 30.5 40.1 44.3
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 42.3 11.1 24.0 14.3 40.0 14.8 20.3 Change Period (Y+Rc), s * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 Max Green Setting (Gmax), s * 11 44.8 * 10 33.3 * 10 45.3 * 14 29.0 Max Q Clear Time (g_c+I1), s 4.9 14.6 4.2 8.2 5.9 29.9 10.3 12.2 Green Ext Time (p_c), s 0.0 2.6 0.0 0.7 0.1 4.2 0.1 2.0 Intersection Summary
HCM 6th Ctrl Delay 32.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page G-8 428 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 3: Tennessee St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 27 7 356 16 3 164
Future Volume (vph) 27 7 356 16 3 164
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 100 100
Storage Lanes 1 0 0 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.971 0.994
Flt Protected 0.962 0.950
Satd. Flow (prot) 1648 0 1754 0 1676 1765
Flt Permitted 0.962 0.950
Satd. Flow (perm) 1648 0 1754 0 1676 1765
Link Speed (mph) 30 35 35
Link Distance (ft) 1715 1348 1347
Travel Time (s) 39.0 26.3 26.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 29 8 387 17 3 178
Shared Lane Traffic (%)
Lane Group Flow (vph) 37 0 404 0 3 178
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 30.8% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page G-9 429 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 3: Tennessee St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 27 7 356 16 3 164
Future Vol, veh/h 27 7 356 16 3 164
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 29 8 387 17 3 178
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 580 396 0 0 404 0
Stage 1 396 - - - - -
Stage 2 184 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 477 653 - - 1155 -
Stage 1 680 - - - - -
Stage 2 848 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 476 653 - - 1155 -
Mov Cap-2 Maneuver 476 - - - - -
Stage 1 680 - - - - -
Stage 2 845 - - - - -
Approach WB NB SB
HCM Control Delay, s 12.7 0 0.1

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 504 1155 -
HCM Lane V/C Ratio - - 0.073 0.003 -
HCM Control Delay (s) - - 12.7 8.1 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.2 0 -
Redlands Regular Meeting of 03-05-2024 Page G-10 430 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 37 179 125 177 393 102 161 233 114 58 116 17 Future Volume (vph) 37 179 125 177 393 102 161 233 114 58 116 17 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 110 150 0 200 0 100 50
Storage Lanes 1 1 1 0 1 1 1 1
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 1.00 0.99
Frt 0.850 0.969 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1404 3353 1500 1538 1679 0 1553 1698 1471 1553 1698 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1404 3353 1475 1538 1679 0 1553 1698 1452 1553 1698 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 134 16 133 133
Link Speed (mph) 40 35 35 35
Link Distance (ft) 349 421 663 1348
Travel Time (s) 5.9 8.2 12.9 26.3
Confl. Peds. (#/hr) 5 1 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 15% 2% 2% 5% 3% 5% 4% 6% 4% 4% 6% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 40 192 134 190 423 110 173 251 123 62 125 18 Shared Lane Traffic (%)
Lane Group Flow (vph) 40 192 134 190 533 0 173 251 123 62 125 18 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 2 1 1 2 1
Detector Template Left Thru Right Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 8 4
Detector Phase 5 2 2 1 6 3 8 8 7 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-11 431 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 32.0 32.0 9.5 32.0 9.5 32.0 32.0 9.5 32.0 32.0 Total Split (s) 9.6 33.0 33.0 12.0 35.4 13.0 32.4 32.4 12.6 32.0 32.0 Total Split (%) 10.7% 36.7% 36.7% 13.3% 39.3% 14.4% 36.0% 36.0% 14.0% 35.6% 35.6% Maximum Green (s) 5.1 28.0 28.0 7.5 30.4 8.5 27.4 27.4 8.1 27.0 27.0 Yellow Time (s) 3.5 4.0 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 5.0 4.5 5.0 4.5 5.0 5.0 4.5 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0
Pedestrian Calls (#/hr) 5 5 1 1 1 0 0
Act Effct Green (s) 5.7 19.2 19.2 8.4 27.8 9.6 18.8 18.8 7.8 14.6 14.6 Actuated g/C Ratio 0.08 0.28 0.28 0.12 0.40 0.14 0.27 0.27 0.11 0.21 0.21 v/c Ratio 0.34 0.21 0.26 1.02 0.77 0.80 0.54 0.25 0.35 0.35 0.04 Control Delay 47.4 20.4 5.9 112.6 30.9 65.8 29.7 5.7 41.2 28.1 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.4 20.4 5.9 112.6 30.9 65.8 29.7 5.7 41.2 28.1 0.2

LOS D C A F C E C A D C A
Approach Delay 18.0 52.4 35.7 29.6
Approach LOS B D D C
90th %ile Green (s) 5.1 28.0 28.0 7.5 30.4 8.5 27.0 27.0 8.1 26.6 26.6 90th %ile Term Code Max Hold Hold Max Max Max Ped Ped Max Hold Hold 70th %ile Green (s) 5.1 28.0 28.0 7.5 30.4 8.5 19.6 19.6 8.1 19.2 19.2 70th %ile Term Code Max Hold Hold Max Max Max Gap Gap Max Hold Hold 50th %ile Green (s) 5.1 28.0 28.0 7.5 30.4 8.5 16.7 16.7 8.1 16.3 16.3 50th %ile Term Code Max Hold Hold Max Max Max Gap Gap Max Hold Hold 30th %ile Green (s) 0.0 12.2 12.2 7.5 24.2 8.5 21.5 21.5 0.0 8.5 8.5 30th %ile Term Code Skip Hold Hold Max Gap Max Hold Hold Skip Gap Gap 10th %ile Green (s) 0.0 6.3 6.3 7.5 18.3 8.9 8.4 8.4 0.0 0.0 0.0 10th %ile Term Code Skip Gap Gap Max Hold Hold Gap Gap Skip Skip Skip Stops (vph) 33 116 18 107 365 109 181 15 52 86 0
Fuel Used(gal) 1 3 1 6 8 5 5 1 1 2 0
CO Emissions (g/hr) 63 204 74 398 573 328 368 102 101 171 12 NOx Emissions (g/hr) 12 40 14 77 111 64 72 20 20 33 2
VOC Emissions (g/hr) 15 47 17 92 133 76 85 24 23 40 3
Dilemma Vehicles (#) 0 9 0 0 30 0 12 0 0 5 0
Queue Length 50th (ft) 20 33 0 ~123 225 ~94 116 0 29 53 0 Queue Length 95th (ft) #66 67 40 #282 #481 #244 188 34 74 99 0 Internal Link Dist (ft) 269 341 583 1268
Turn Bay Length (ft) 130 110 150 200 100 50
Base Capacity (vph) 116 1523 743 187 836 217 755 719 204 744 731 Redlands Regular Meeting of 03-05-2024 Page G-12 432 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.34 0.13 0.18 1.02 0.64 0.80 0.33 0.17 0.30 0.17 0.02 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 68.7
Natural Cycle: 95
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay: 38.1 Intersection LOS: D
Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min) 15
90th %ile Actuated Cycle: 89.6
70th %ile Actuated Cycle: 82.2
50th %ile Actuated Cycle: 79.3
30th %ile Actuated Cycle: 55.7
10th %ile Actuated Cycle: 36.7
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 4: Tennessee St & Lugonia Ave
Redlands Regular Meeting of 03-05-2024 Page G-13 433 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 37 179 125 177 393 102 161 233 114 58 116 17 Future Volume (veh/h) 37 179 125 177 393 102 161 233 114 58 116 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1501 1772 1772 1634 1758 1730 1647 1716 1744 1647 1716 1772 Adj Flow Rate, veh/h 40 192 134 190 423 110 173 251 123 62 125 18 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 15 2 2 5 3 5 4 6 4 4 6 2
Cap, veh/h 59 957 425 202 502 131 209 347 298 86 212 185 Arrive On Green 0.04 0.28 0.28 0.13 0.37 0.37 0.13 0.20 0.20 0.05 0.12 0.12 Sat Flow, veh/h 1430 3367 1494 1556 1345 350 1569 1716 1476 1569 1716 1502 Grp Volume(v), veh/h 40 192 134 190 0 533 173 251 123 62 125 18 Grp Sat Flow(s),veh/h/ln 1430 1683 1494 1556 0 1694 1569 1716 1476 1569 1716 1502 Q Serve(g_s), s 1.6 2.5 4.1 7.0 0.0 16.6 6.2 7.9 4.2 2.2 4.0 0.6 Cycle Q Clear(g_c), s 1.6 2.5 4.1 7.0 0.0 16.6 6.2 7.9 4.2 2.2 4.0 0.6 Prop In Lane 1.00 1.00 1.00 0.21 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 59 957 425 202 0 632 209 347 298 86 212 185 V/C Ratio(X) 0.68 0.20 0.32 0.94 0.00 0.84 0.83 0.72 0.41 0.72 0.59 0.10 Avail Cap(c_a), veh/h 126 1632 724 202 0 892 231 814 700 220 802 702 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.3 15.7 16.2 24.9 0.0 16.5 24.4 21.5 20.0 26.9 23.9 22.5 Incr Delay (d2), s/veh 13.1 0.1 0.4 46.5 0.0 5.2 19.8 2.9 0.9 11.0 2.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.8 1.3 5.0 0.0 6.3 3.3 3.1 1.4 1.0 1.6 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.4 15.8 16.7 71.4 0.0 21.8 44.2 24.4 21.0 37.9 26.6 22.7 LnGrp LOS D B B E A C D C C D C C
Approach Vol, veh/h 366 723 547 205
Approach Delay, s/veh 18.8 34.8 29.9 29.6
Approach LOS B C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.0 21.4 12.2 12.1 6.9 26.6 7.7 16.7 Change Period (Y+Rc), s 4.5 5.0 4.5 5.0 4.5 5.0 4.5 5.0 Max Green Setting (Gmax), s 7.5 28.0 8.5 27.0 5.1 30.4 8.1 27.4 Max Q Clear Time (g_c+I1), s 9.0 6.1 8.2 6.0 3.6 18.6 4.2 9.9 Green Ext Time (p_c), s 0.0 1.5 0.0 0.6 0.0 2.7 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
Redlands Regular Meeting of 03-05-2024 Page G-14 434 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 217 5 167 209 445 0 0 332 157 Future Volume (vph) 0 0 0 217 5 167 209 445 0 0 332 157 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 150 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.936 0.941
Flt Protected 0.973 0.950
Satd. Flow (prot) 0 0 0 0 3050 0 1568 3196 0 0 3089 0
Flt Permitted 0.973 0.950
Satd. Flow (perm) 0 0 0 0 3050 0 1568 3196 0 0 3089 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 172 167
Link Speed (mph) 30 30 35 35
Link Distance (ft) 855 1108 612 817
Travel Time (s) 19.4 25.2 11.9 15.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.71 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 13% 2% 3% 7% 2% 2% 3% 6% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 224 5 172 215 459 0 0 342 221
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 401 0 215 459 0 0 563 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 2
Detector Template Left Thru Left Thru Thru
Leading Detector (ft) 20 100 20 100 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA Prot NA NA
Protected Phases 4 1 6 2
Permitted Phases 4
Detector Phase 4 4 1 6 2
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-15 435 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 10.0 23.5 22.5
Total Split (s) 27.0 27.0 31.0 63.0 32.0
Total Split (%) 30.0% 30.0% 34.4% 70.0% 35.6%
Maximum Green (s) 21.5 21.5 26.0 57.5 26.5
Yellow Time (s) 4.5 4.5 4.0 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.0 5.5 5.5
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None None C-Min C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 11.0
Pedestrian Calls (#/hr) 2
Act Effct Green (s) 12.6 17.6 66.4 43.8
Actuated g/C Ratio 0.14 0.20 0.74 0.49
v/c Ratio 0.70 0.70 0.19 0.35
Control Delay 27.0 36.4 7.5 12.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 27.0 36.4 7.5 12.1

LOS C D A B
Approach Delay 27.0 16.7 12.1
Approach LOS C B B
90th %ile Green (s) 18.2 18.2 24.2 60.8 31.6
90th %ile Term Code Gap Gap Gap Coord Coord
70th %ile Green (s) 14.5 14.5 20.4 64.5 39.1
70th %ile Term Code Gap Gap Gap Coord Coord
50th %ile Green (s) 12.4 12.4 17.6 66.6 44.0
50th %ile Term Code Gap Gap Gap Coord Coord
30th %ile Green (s) 10.4 10.4 14.8 68.6 48.8
30th %ile Term Code Gap Gap Gap Coord Coord
10th %ile Green (s) 7.5 7.5 10.8 71.5 55.7
10th %ile Term Code Gap Gap Gap Coord Coord
Stops (vph) 207 193 251 216
Fuel Used(gal) 7 4 5 8
CO Emissions (g/hr) 464 274 317 563
NOx Emissions (g/hr) 90 53 62 110
VOC Emissions (g/hr) 108 64 73 130
Dilemma Vehicles (#) 0 0 29 27
Queue Length 50th (ft) 64 117 90 66
Queue Length 95th (ft) 105 188 110 136
Internal Link Dist (ft) 775 1028 532 737
Turn Bay Length (ft) 150
Base Capacity (vph) 859 452 2358 1590
Redlands Regular Meeting of 03-05-2024 Page G-16 436 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.47 0.48 0.19 0.35
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 46.5 (52%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.70
Intersection Signal Delay: 17.7 Intersection LOS: B
Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 5: Tennessee St & I-10 WB Ramps
Redlands Regular Meeting of 03-05-2024 Page G-17 437 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 217 5 167 209 445 0 0 332 157 Future Volume (veh/h) 0 0 0 217 5 167 209 445 0 0 332 157 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1772 1617 1772 1660 1702 0 0 1758 1716 Adj Flow Rate, veh/h 224 5 172 215 459 0 0 342 221
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.71 Percent Heavy Veh, % 2 13 2 3 7 0 0 3 6
Cap, veh/h 274 7 238 246 2264 0 0 960 608
Arrive On Green 0.18 0.18 0.18 0.31 1.00 0.00 0.00 0.49 0.49 Sat Flow, veh/h 1540 39 1338 1581 3318 0 0 2049 1243
Grp Volume(v), veh/h 224 0 177 215 459 0 0 290 273
Grp Sat Flow(s),veh/h/ln 1540 0 1377 1581 1617 0 0 1670 1534 Q Serve(g_s), s 12.6 0.0 10.9 11.6 0.0 0.0 0.0 9.7 9.9
Cycle Q Clear(g_c), s 12.6 0.0 10.9 11.6 0.0 0.0 0.0 9.7 9.9 Prop In Lane 1.00 0.97 1.00 0.00 0.00 0.81
Lane Grp Cap(c), veh/h 274 0 244 246 2264 0 0 817 751
V/C Ratio(X) 0.82 0.00 0.72 0.88 0.20 0.00 0.00 0.36 0.36 Avail Cap(c_a), veh/h 368 0 329 457 2264 0 0 817 751
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 0.00 1.00 0.92 0.92 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 0.0 34.9 30.2 0.0 0.0 0.0 14.2 14.3 Incr Delay (d2), s/veh 10.2 0.0 5.1 8.8 0.2 0.0 0.0 1.2 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.0 3.9 4.2 0.1 0.0 0.0 3.7 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.8 0.0 40.0 39.0 0.2 0.0 0.0 15.4 15.6 LnGrp LOS D A D D A A A B B
Approach Vol, veh/h 401 674 563
Approach Delay, s/veh 43.3 12.6 15.5
Approach LOS D B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 19.0 49.5 21.5 68.5
Change Period (Y+Rc), s 5.0 5.5 5.5 5.5
Max Green Setting (Gmax), s 26.0 26.5 21.5 57.5
Max Q Clear Time (g_c+I1), s 13.6 11.9 14.6 2.0
Green Ext Time (p_c), s 0.5 3.0 1.4 3.3
Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Redlands Regular Meeting of 03-05-2024 Page G-18 438 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 144 144 321 0 0 0 0 510 112 124 425 0 Future Volume (vph) 144 144 321 0 0 0 0 510 112 124 425 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 200 0
Storage Lanes 0 0 0 0 0 0 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor
Frt 0.921 0.973
Flt Protected 0.988 0.950
Satd. Flow (prot) 0 2980 0 0 0 0 0 3169 0 1553 3353 0
Flt Permitted 0.988 0.950
Satd. Flow (perm) 0 2980 0 0 0 0 0 3169 0 1553 3353 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 316 33
Link Speed (mph) 30 30 35 35
Link Distance (ft) 1215 643 585 612
Travel Time (s) 27.6 14.6 11.4 11.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 5% 7% 3% 2% 2% 2% 2% 5% 5% 4% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 147 147 328 0 0 0 0 520 114 127 434 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 622 0 0 0 0 0 634 0 127 434 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 2 1 2
Detector Template Left Thru Thru Left Thru
Leading Detector (ft) 20 100 100 20 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA NA Prot NA
Protected Phases 8 6 5 2
Permitted Phases 8
Detector Phase 8 8 6 5 2
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-19 439 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.5 23.5 31.5 10.0 23.5
Total Split (s) 31.0 31.0 39.0 20.0 59.0
Total Split (%) 34.4% 34.4% 43.3% 22.2% 65.6%
Maximum Green (s) 25.5 25.5 33.5 15.0 53.5
Yellow Time (s) 4.5 4.5 4.5 4.0 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.5
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None C-Min None C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 3
Act Effct Green (s) 16.7 44.7 12.6 62.3
Actuated g/C Ratio 0.19 0.50 0.14 0.69
v/c Ratio 0.77 0.40 0.59 0.19
Control Delay 22.8 16.3 41.9 2.7
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 22.8 16.3 41.9 2.7

LOS C B D A
Approach Delay 22.8 16.3 11.6
Approach LOS C B B
90th %ile Green (s) 24.5 24.5 31.9 17.6 54.5
90th %ile Term Code Gap Gap Coord Gap Coord
70th %ile Green (s) 20.0 20.0 39.4 14.6 59.0
70th %ile Term Code Gap Gap Coord Gap Coord
50th %ile Green (s) 16.5 16.5 44.9 12.6 62.5
50th %ile Term Code Gap Gap Coord Gap Coord
30th %ile Green (s) 13.7 13.7 49.8 10.5 65.3
30th %ile Term Code Gap Gap Coord Gap Coord
10th %ile Green (s) 8.9 8.9 57.6 7.5 70.1
10th %ile Term Code Gap Gap Coord Gap Coord
Stops (vph) 283 372 110 109
Fuel Used(gal) 10 7 2 3
CO Emissions (g/hr) 711 523 170 205
NOx Emissions (g/hr) 138 102 33 40
VOC Emissions (g/hr) 165 121 39 47
Dilemma Vehicles (#) 0 35 0 8
Queue Length 50th (ft) 86 106 64 12
Queue Length 95th (ft) 132 196 93 16
Internal Link Dist (ft) 1135 563 505 532
Turn Bay Length (ft) 200
Base Capacity (vph) 1070 1602 267 2320
Redlands Regular Meeting of 03-05-2024 Page G-20 440 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.58 0.40 0.48 0.19
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 77.6 (86%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 17.1 Intersection LOS: B
Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 6: Tennessee St & I-10 EB Ramps
Redlands Regular Meeting of 03-05-2024 Page G-21 441 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 144 144 321 0 0 0 0 510 112 124 425 0 Future Volume (veh/h) 144 144 321 0 0 0 0 510 112 124 425 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1730 1702 1758 0 1730 1730 1647 1772 0 Adj Flow Rate, veh/h 147 147 328 0 520 114 127 434 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 5 7 3 0 5 5 4 2 0
Cap, veh/h 213 213 370 0 1249 273 157 2090 0
Arrive On Green 0.26 0.26 0.26 0.00 0.47 0.47 0.03 0.20 0.00 Sat Flow, veh/h 830 830 1442 0 2769 585 1569 3455 0
Grp Volume(v), veh/h 294 0 328 0 318 316 127 434 0
Grp Sat Flow(s),veh/h/ln 1660 0 1442 0 1643 1624 1569 1683 0 Q Serve(g_s), s 14.4 0.0 19.7 0.0 11.5 11.6 7.2 9.6 0.0 Cycle Q Clear(g_c), s 14.4 0.0 19.7 0.0 11.5 11.6 7.2 9.6 0.0 Prop In Lane 0.50 1.00 0.00 0.36 1.00 0.00
Lane Grp Cap(c), veh/h 426 0 370 0 765 756 157 2090 0
V/C Ratio(X) 0.69 0.00 0.89 0.00 0.42 0.42 0.81 0.21 0.00 Avail Cap(c_a), veh/h 470 0 409 0 765 756 261 2090 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 0.00 1.00 0.00 1.00 1.00 0.94 0.94 0.00 Uniform Delay (d), s/veh 30.2 0.0 32.2 0.0 15.9 16.0 42.7 17.4 0.0 Incr Delay (d2), s/veh 3.8 0.0 19.0 0.0 1.7 1.7 9.1 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/ln 6.0 0.0 8.6 0.0 4.4 4.4 3.3 4.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.0 0.0 51.1 0.0 17.6 17.7 51.7 17.6 0.0 LnGrp LOS C A D A B B D B A
Approach Vol, veh/h 622 634 561
Approach Delay, s/veh 43.0 17.6 25.3
Approach LOS D B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 61.4 14.0 47.4 28.6
Change Period (Y+Rc), s 5.5 5.0 5.5 5.5
Max Green Setting (Gmax), s 53.5 15.0 33.5 25.5
Max Q Clear Time (g_c+I1), s 11.6 9.2 13.6 21.7
Green Ext Time (p_c), s 3.1 0.1 3.7 1.4
Intersection Summary
HCM 6th Ctrl Delay 28.7
HCM 6th LOS C
Redlands Regular Meeting of 03-05-2024 Page G-22 442 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 14 195 474 97 146 64
Future Volume (vph) 14 195 474 97 146 64
Ideal Flow (vphpl) 1700 1800 1800 1800 1600 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 185 0 200 0
Storage Lanes 1 0 1 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 0.95 0.95 0.97 1.00
Ped Bike Factor
Frt 0.975 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1583 3320 3217 0 2891 1485
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1583 3320 3217 0 2891 1485
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 59 67
Link Speed (mph) 40 40 35
Link Distance (ft) 2554 510 1299
Travel Time (s) 43.5 8.7 25.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 3% 4% 2% 2% 3%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 15 205 499 102 154 67
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 205 601 0 154 67
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.07 1.24 1.07
Turning Speed (mph) 15 9 15 9
Number of Detectors 1 2 2 1 1
Detector Template Left Thru Thru Left Right
Leading Detector (ft) 20 100 100 20 20
Trailing Detector (ft) 0 0 0 0 0
Turn Type Prot NA NA Prot Perm
Protected Phases 5 2 6 4
Permitted Phases 4
Detector Phase 5 2 6 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-23 443 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Minimum Initial (s) 3.0 5.0 5.0 5.0 5.0
Minimum Split (s) 7.8 11.3 32.3 9.8 9.8
Total Split (s) 9.0 46.0 37.0 14.0 14.0
Total Split (%) 15.0% 76.7% 61.7% 23.3% 23.3%
Maximum Green (s) 4.2 39.7 30.7 9.2 9.2
Yellow Time (s) 3.5 5.0 5.0 3.5 3.5
All-Red Time (s) 1.3 1.3 1.3 1.3 1.3
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 6.3 6.3 4.8 4.8
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None Min Min None None
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 0
Act Effct Green (s) 4.3 19.3 18.0 7.3 7.3
Actuated g/C Ratio 0.13 0.57 0.53 0.21 0.21
v/c Ratio 0.07 0.11 0.35 0.25 0.18
Control Delay 17.1 5.4 7.4 13.6 6.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 17.1 5.4 7.4 13.6 6.3

LOS B A A B A
Approach Delay 6.2 7.4 11.3
Approach LOS A A B
90th %ile Green (s) 4.2 27.0 18.0 9.2 9.2
90th %ile Term Code Max Hold Gap Max Max
70th %ile Green (s) 0.0 12.3 12.3 7.6 7.6
70th %ile Term Code Skip Hold Gap Gap Gap
50th %ile Green (s) 0.0 11.6 11.6 7.0 7.0
50th %ile Term Code Skip Dwell Dwell Gap Gap
30th %ile Green (s) 0.0 16.7 16.7 6.6 6.6
30th %ile Term Code Skip Dwell Dwell Gap Gap
10th %ile Green (s) 0.0 21.5 21.5 0.0 0.0
10th %ile Term Code Skip Dwell Dwell Skip Skip
Stops (vph) 16 90 302 108 20
Fuel Used(gal) 0 4 7 4 1
CO Emissions (g/hr) 31 313 500 279 101
NOx Emissions (g/hr) 6 61 97 54 20
VOC Emissions (g/hr) 7 73 116 65 24
Dilemma Vehicles (#) 0 23 63 0 0
Queue Length 50th (ft) 2 9 28 9 0
Queue Length 95th (ft) 17 21 91 38 24
Internal Link Dist (ft) 2474 430 1219
Turn Bay Length (ft) 185 200
Base Capacity (vph) 202 3213 2921 809 463
Redlands Regular Meeting of 03-05-2024 Page G-24 444 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.07 0.06 0.21 0.19 0.14
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 34
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.35
Intersection Signal Delay: 8.0 Intersection LOS: A
Intersection Capacity Utilization 31.3% ICU Level of Service A Analysis Period (min) 15
90th %ile Actuated Cycle: 47.3
70th %ile Actuated Cycle: 31
50th %ile Actuated Cycle: 29.7
30th %ile Actuated Cycle: 34.4
10th %ile Actuated Cycle: 27.8
Splits and Phases: 7: Lugonia Ave & Citrus Plaza Dr
Redlands Regular Meeting of 03-05-2024 Page G-25 445 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 14 195 474 97 146 64
Future Volume (veh/h) 14 195 474 97 146 64
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1758 1744 1772 1575 1758
Adj Flow Rate, veh/h 15 205 499 102 154 67
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, % 2 3 4 2 2 3
Cap, veh/h 19 1667 906 184 403 206
Arrive On Green 0.01 0.50 0.33 0.33 0.14 0.14
Sat Flow, veh/h 1594 3428 2830 558 2910 1490
Grp Volume(v), veh/h 15 205 300 301 154 67
Grp Sat Flow(s),veh/h/ln 1594 1670 1657 1643 1455 1490
Q Serve(g_s), s 0.3 1.0 4.5 4.6 1.5 1.2
Cycle Q Clear(g_c), s 0.3 1.0 4.5 4.6 1.5 1.2
Prop In Lane 1.00 0.34 1.00 1.00
Lane Grp Cap(c), veh/h 19 1667 547 543 403 206
V/C Ratio(X) 0.80 0.12 0.55 0.55 0.38 0.32
Avail Cap(c_a), veh/h 219 4332 1661 1648 875 448
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 15.1 4.1 8.4 8.4 12.0 11.9
Incr Delay (d2), s/veh 52.9 0.0 0.9 0.9 0.6 0.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.1 1.0 1.0 0.4 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.9 4.1 9.2 9.3 12.6 12.8
LnGrp LOS E A A A B B
Approach Vol, veh/h 220 601 221
Approach Delay, s/veh 8.5 9.3 12.7
Approach LOS A A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 21.6 9.0 5.2 16.4
Change Period (Y+Rc), s * 6.3 * 4.8 * 4.8 * 6.3
Max Green Setting (Gmax), s * 40 * 9.2 * 4.2 * 31
Max Q Clear Time (g_c+I1), s 3.0 3.5 2.3 6.6
Green Ext Time (p_c), s 1.3 0.3 0.0 3.5
Intersection Summary
HCM 6th Ctrl Delay 9.8
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page G-26 446 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 8: Lugonia Ave & Proj Drwy 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 408 664 0 7 52
Future Volume (vph) 0 408 664 0 7 52
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 100 0 0
Storage Lanes 0 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.91 0.95 1.00 1.00 1.00
Ped Bike Factor
Frt 0.882
Flt Protected 0.994
Satd. Flow (prot) 0 4818 3353 0 1547 0
Flt Permitted 0.994
Satd. Flow (perm) 0 4818 3353 0 1547 0
Link Speed (mph) 35 35 30
Link Distance (ft) 230 480 362
Travel Time (s) 4.5 9.4 8.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 0 443 722 0 8 57
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 443 722 0 65 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 29.8% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page G-27 447 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 8: Lugonia Ave & Proj Drwy 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 408 664 0 7 52
Future Vol, veh/h 0 408 664 0 7 52
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 443 722 0 8 57
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 899 361
Stage 1 - - - - 722 -
Stage 2 - - - - 177 -
Critical Hdwy - - - - 6.29 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 6.04 -
Follow-up Hdwy - - - - 3.67 3.32
Pot Cap-1 Maneuver 0 - - 0 311 636
Stage 1 0 - - 0 430 -
Stage 2 0 - - 0 797 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 311 636
Mov Cap-2 Maneuver - - - - 371 -
Stage 1 - - - - 430 -
Stage 2 - - - - 797 -
Approach EB WB SB
HCM Control Delay, s 0 0 11.9

HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1
Capacity (veh/h) - - 586
HCM Lane V/C Ratio - - 0.109
HCM Control Delay (s) - - 11.9
HCM Lane LOS - - B
HCM 95th %tile Q(veh) - - 0.4
Redlands Regular Meeting of 03-05-2024 Page G-28 448 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 33 298 84 40 524 6 88 2 26 13 7 52 Future Volume (vph) 33 298 84 40 524 6 88 2 26 13 7 52
Ideal Flow (vphpl) 1800 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 100 0 100 100 0 0 0 0
Storage Lanes 1 1 1 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98
Frt 0.850 0.998 0.969 0.903
Flt Protected 0.950 0.950 0.964 0.991
Satd. Flow (prot) 1676 3257 1515 1583 3346 0 0 1608 0 0 1579 0 Flt Permitted 0.424 0.950 0.727 0.934
Satd. Flow (perm) 748 3257 1481 1583 3346 0 0 1213 0 0 1488 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 95 3 18 57
Link Speed (mph) 35 35 40 30
Link Distance (ft) 480 320 976 370
Travel Time (s) 9.4 6.2 16.6 8.4
Confl. Peds. (#/hr) 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.88 0.88 0.88 0.88 0.92 0.88 0.92 0.88 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 5% 1% 2% 2% 2% 3% 2% 10% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 36 339 95 45 595 7 100 2 30 14 8 57
Shared Lane Traffic (%)
Lane Group Flow (vph) 36 339 95 45 602 0 0 132 0 0 79 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 2 1 2
Detector Template Left Thru Right Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Turn Type Perm NA Perm Prot NA Perm NA Perm NA
Protected Phases 2 1 6 8 4
Permitted Phases 2 2 8 4
Detector Phase 2 2 2 1 6 8 8 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-29 449 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 15.0 15.0 15.0 10.0 15.0 5.0 5.0 15.0 15.0 Minimum Split (s) 23.3 23.3 23.3 15.0 23.3 22.5 22.5 23.0 23.0 Total Split (s) 39.0 39.0 39.0 17.0 56.0 24.0 24.0 24.0 24.0 Total Split (%) 48.8% 48.8% 48.8% 21.3% 70.0% 30.0% 30.0% 30.0% 30.0% Maximum Green (s) 33.7 33.7 33.7 12.0 50.7 19.5 19.5 19.5 19.5 Yellow Time (s) 4.3 4.3 4.3 4.0 4.3 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.0 5.3 4.5 4.5
Lead/Lag Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Recall Mode Min Min Min None Min None None None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 8.0 8.0 8.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 1 1 1 0 0 0 0
Act Effct Green (s) 24.1 24.1 24.1 11.4 28.6 11.8 17.1
Actuated g/C Ratio 0.59 0.59 0.59 0.28 0.70 0.29 0.42
v/c Ratio 0.08 0.18 0.10 0.10 0.26 0.37 0.12
Control Delay 14.6 11.6 4.8 17.9 6.0 15.7 7.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 14.6 11.6 4.8 17.9 6.0 15.7 7.6

LOS B B A B A B A
Approach Delay 10.5 6.8 15.7 7.6
Approach LOS B A B A
90th %ile Green (s) 15.7 15.7 15.7 10.0 30.7 15.0 15.0 15.0 15.0 90th %ile Term Code Gap Gap Gap Min Hold Hold Hold Min Min 70th %ile Green (s) 15.0 15.0 15.0 10.0 30.0 15.0 15.0 15.0 15.0 70th %ile Term Code Min Min Min Min Hold Hold Hold Min Min 50th %ile Green (s) 15.0 15.0 15.0 0.0 15.0 15.0 15.0 15.0 15.0 50th %ile Term Code Min Min Min Skip Min Hold Hold Min Min 30th %ile Green (s) 15.0 15.0 15.0 0.0 15.0 0.0 0.0 0.0 0.0 30th %ile Term Code Min Min Min Skip Min Skip Skip Skip Skip 10th %ile Green (s) 30.0 30.0 30.0 0.0 30.0 0.0 0.0 0.0 0.0 10th %ile Term Code Dwell Dwell Dwell Skip Dwell Skip Skip Skip Skip Stops (vph) 26 167 19 34 212 74 25
Fuel Used(gal) 0 3 1 0 3 2 0
CO Emissions (g/hr) 29 209 36 34 242 130 32
NOx Emissions (g/hr) 6 41 7 7 47 25 6
VOC Emissions (g/hr) 7 49 8 8 56 30 7
Dilemma Vehicles (#) 0 17 0 0 28 10 0
Queue Length 50th (ft) 5 25 0 8 50 16 3
Queue Length 95th (ft) 28 75 26 35 73 71 31
Internal Link Dist (ft) 400 240 896 290
Turn Bay Length (ft) 100 100
Base Capacity (vph) 602 2620 1210 528 3238 665 832
Redlands Regular Meeting of 03-05-2024 Page G-30 450 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.06 0.13 0.08 0.09 0.19 0.20 0.09
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 41.1
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.37
Intersection Signal Delay: 9.1 Intersection LOS: A
Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15
90th %ile Actuated Cycle: 55.5
70th %ile Actuated Cycle: 54.8
50th %ile Actuated Cycle: 39.8
30th %ile Actuated Cycle: 20.3
10th %ile Actuated Cycle: 35.3
Splits and Phases: 9: New York St/Proj Drwy & Lugonia Ave Redlands Regular Meeting of 03-05-2024 Page G-31 451 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 33 298 84 40 524 6 88 2 26 13 7 52 Future Volume (veh/h) 33 298 84 40 524 6 88 2 26 13 7 52 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1730 1786 1673 1772 1772 1758 1772 1660 1772 1772 1772 Adj Flow Rate, veh/h 36 339 95 45 595 7 100 2 30 14 8 57 Peak Hour Factor 0.92 0.88 0.88 0.88 0.88 0.92 0.88 0.92 0.88 0.92 0.92 0.92 Percent Heavy Veh, % 2 5 1 2 2 2 3 2 10 2 2 2
Cap, veh/h 401 1017 468 149 1726 20 427 23 94 127 85 323 Arrive On Green 0.31 0.31 0.31 0.09 0.51 0.51 0.29 0.29 0.29 0.29 0.29 0.29 Sat Flow, veh/h 817 3287 1511 1594 3408 40 1016 80 322 135 292 1107 Grp Volume(v), veh/h 36 339 95 45 294 308 132 0 0 79 0 0 Grp Sat Flow(s),veh/h/ln 817 1643 1511 1594 1683 1765 1419 0 0 1534 0 0 Q Serve(g_s), s 1.5 3.8 2.2 1.3 5.1 5.1 1.3 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.5 3.8 2.2 1.3 5.1 5.1 3.2 0.0 0.0 1.8 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.02 0.76 0.23 0.18 0.72
Lane Grp Cap(c), veh/h 401 1017 468 149 852 894 544 0 0 534 0 0 V/C Ratio(X) 0.09 0.33 0.20 0.30 0.34 0.34 0.24 0.00 0.00 0.15 0.00 0.00 Avail Cap(c_a), veh/h 717 2285 1051 395 1761 1846 697 0 0 701 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.1 12.9 12.3 20.5 7.2 7.2 13.2 0.0 0.0 12.8 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.2 0.2 1.1 0.2 0.2 0.2 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.2 0.7 0.5 1.3 1.4 0.9 0.0 0.0 0.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.2 13.1 12.5 21.6 7.4 7.4 13.5 0.0 0.0 12.9 0.0 0.0 LnGrp LOS B B B C A A B A A B A A
Approach Vol, veh/h 470 647 132 79
Approach Delay, s/veh 12.9 8.4 13.5 12.9
Approach LOS B A B B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 9.5 20.3 18.6 29.8 18.6
Change Period (Y+Rc), s 5.0 5.3 4.5 5.3 4.5
Max Green Setting (Gmax), s 12.0 33.7 19.5 50.7 19.5
Max Q Clear Time (g_c+I1), s 3.3 5.8 3.8 7.1 5.2
Green Ext Time (p_c), s 0.0 2.8 0.3 3.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 10.8
HCM 6th LOS B
Redlands Regular Meeting of 03-05-2024 Page G-32 452 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 10: Lugonia Ave & Karon St 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 19 318 540 3 6 30
Future Volume (vph) 19 318 540 3 6 30
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 90 0 0 0
Storage Lanes 1 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.999 0.888
Flt Protected 0.950 0.992
Satd. Flow (prot) 1568 3226 1763 0 1555 0
Flt Permitted 0.950 0.992
Satd. Flow (perm) 1568 3226 1763 0 1555 0
Link Speed (mph) 35 35 30
Link Distance (ft) 320 550 1320
Travel Time (s) 6.2 10.7 30.0
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 3% 6% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 22 361 614 3 7 34
Shared Lane Traffic (%)
Lane Group Flow (vph) 22 361 617 0 41 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.2% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page G-33 453 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 10: Lugonia Ave & Karon St 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 19 318 540 3 6 30
Future Vol, veh/h 19 318 540 3 6 30
Conflicting Peds, #/hr 1 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 90 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 6 2 2 2 2
Mvmt Flow 22 361 614 3 7 34
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 618 0 - 0 842 617
Stage 1 - - - - 617 -
Stage 2 - - - - 225 -
Critical Hdwy 4.145 - - - 6.63 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.83 -
Follow-up Hdwy 2.2285 - - - 3.519 3.319
Pot Cap-1 Maneuver 954 - - - 318 489
Stage 1 - - - - 537 -
Stage 2 - - - - 792 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 953 - - - 310 489
Mov Cap-2 Maneuver - - - - 310 -
Stage 1 - - - - 524 -
Stage 2 - - - - 791 -
Approach EB WB SB
HCM Control Delay, s 0.5 0 13.9

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 953 - - - 446
HCM Lane V/C Ratio 0.023 - - - 0.092
HCM Control Delay (s) 8.9 - - - 13.9
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.3
Redlands Regular Meeting of 03-05-2024 Page G-34 454 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 11: Karon St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 12 1 13 11 3 3 6 15 0 4 2
Future Volume (vph) 0 12 1 13 11 3 3 6 15 0 4 2
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.991 0.984 0.916 0.961
Flt Protected 0.976 0.993
Satd. Flow (prot) 0 1749 0 0 1705 0 0 1599 0 0 1708 0
Flt Permitted 0.976 0.993
Satd. Flow (perm) 0 1749 0 0 1705 0 0 1599 0 0 1708 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1715 965 1320 301
Travel Time (s) 39.0 21.9 30.0 6.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 1% 2% 1% 2% 1% 3% 1% 1% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 14 1 16 13 4 4 7 18 0 5 2
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 15 0 0 33 0 0 29 0 0 7 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 19.1% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page G-35 455 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 11: Karon St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 12 1 13 11 3 3 6 15 0 4 2
Future Vol, veh/h 0 12 1 13 11 3 3 6 15 0 4 2
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 2 2 2 1 2 1 2 1 3 1 1 2
Mvmt Flow 0 14 1 16 13 4 4 7 18 0 5 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 17 0 0 15 0 0 66 64 15 74 62 15
Stage 1 - - - - - - 15 15 - 47 47 -
Stage 2 - - - - - - 51 49 - 27 15 -
Critical Hdwy 4.12 - - 4.11 - - 7.12 6.51 6.23 7.11 6.51 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.51 - 6.11 5.51 - Critical Hdwy Stg 2 - - - - - - 6.12 5.51 - 6.11 5.51 - Follow-up Hdwy 2.218 - - 2.209 - - 3.518 4.009 3.327 3.509 4.009 3.318 Pot Cap-1 Maneuver 1600 - - 1609 - - 927 829 1062 919 831 1065 Stage 1 - - - - - - 1005 885 - 969 858 -
Stage 2 - - - - - - 962 856 - 993 885 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1600 - - 1609 - - 914 821 1062 891 823 1065 Mov Cap-2 Maneuver - - - - - - 914 821 - 891 823 -
Stage 1 - - - - - - 1005 885 - 969 849 -
Stage 2 - - - - - - 945 847 - 968 885 -
Approach EB WB NB SB
HCM Control Delay, s 0 3.5 8.8 9.1

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 971 1600 - - 1609 - - 890
HCM Lane V/C Ratio 0.03 - - - 0.01 - - 0.008
HCM Control Delay (s) 8.8 0 - - 7.3 0 - 9.1
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0
Redlands Regular Meeting of 03-05-2024 Page G-36 456 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 12: Texas St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 27 10 17 131 25 49 6 189 44 42 254 7 Future Volume (vph) 27 10 17 131 25 49 6 189 44 42 254 7 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.957 0.967 0.975 0.997
Flt Protected 0.976 0.969 0.999 0.993
Satd. Flow (prot) 0 1611 0 0 1662 0 0 1726 0 0 1762 0
Flt Permitted 0.976 0.969 0.999 0.993
Satd. Flow (perm) 0 1611 0 0 1662 0 0 1726 0 0 1762 0
Link Speed (mph) 30 30 40 40
Link Distance (ft) 965 361 1334 655
Travel Time (s) 21.9 8.2 22.7 11.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 7% 8% 1% 1% 3% 1% 1% 4% 1% 1% 7%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 28 11 18 138 26 52 6 199 46 44 267 7
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 57 0 0 216 0 0 251 0 0 318 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page G-37 457 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 12: Texas St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Intersection
Intersection Delay, s/veh 11.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 27 10 17 131 25 49 6 189 44 42 254 7 Future Vol, veh/h 27 10 17 131 25 49 6 189 44 42 254 7
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 1 7 8 1 1 3 1 1 4 1 1 7
Mvmt Flow 28 11 18 138 26 52 6 199 46 44 267 7
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9.3 11.1 10.8 12.2

HCM LOS A B B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 3% 50% 64% 14%
Vol Thru, % 79% 19% 12% 84%
Vol Right, % 18% 31% 24% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 239 54 205 303
LT Vol 6 27 131 42
Through Vol 189 10 25 254
RT Vol 44 17 49 7
Lane Flow Rate 252 57 216 319
Geometry Grp 1 1 1 1
Degree of Util (X) 0.353 0.09 0.327 0.451
Departure Headway (Hd) 5.045 5.683 5.45 5.096
Convergence, Y/N Yes Yes Yes Yes
Cap 712 629 658 711
Service Time 3.078 3.73 3.488 3.096
HCM Lane V/C Ratio 0.354 0.091 0.328 0.449
HCM Control Delay 10.8 9.3 11.1 12.2
HCM Lane LOS B A B B
HCM 95th-tile Q 1.6 0.3 1.4 2.4
Redlands Regular Meeting of 03-05-2024 Page G-38 458 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 42 237 45 191 426 26 45 174 94 25 295 74 Future Volume (vph) 42 237 45 191 426 26 45 174 94 25 295 74 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 105 0 100 0 0 50 0 50
Storage Lanes 1 0 1 0 0 1 0 1
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.976 0.991 0.850 0.850
Flt Protected 0.950 0.950 0.990 0.996
Satd. Flow (prot) 1599 3214 0 1599 3312 0 0 1764 1443 0 1772 1500 Flt Permitted 0.950 0.950 0.796 0.962
Satd. Flow (perm) 1599 3214 0 1599 3312 0 0 1419 1443 0 1712 1500 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 25 9 135 135
Link Speed (mph) 35 35 40 40
Link Distance (ft) 425 524 671 1334
Travel Time (s) 8.3 10.2 11.4 22.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 4% 3% 1% 2% 8% 1% 1% 6% 3% 1% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 46 258 49 208 463 28 49 189 102 27 321 80 Shared Lane Traffic (%)
Lane Group Flow (vph) 46 307 0 208 491 0 0 238 102 0 348 80 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 2 1 1 2 1
Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 8 8 8 4 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page G-39 459 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.7 31.7 9.7 31.7 31.7 31.7 31.7 31.7 31.7 31.7 Total Split (s) 11.1 32.0 24.0 44.9 34.0 34.0 34.0 34.0 34.0 34.0 Total Split (%) 12.3% 35.6% 26.7% 49.9% 37.8% 37.8% 37.8% 37.8% 37.8% 37.8% Maximum Green (s) 6.4 27.3 19.3 40.2 29.3 29.3 29.3 29.3 29.3 29.3 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min None Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 6.4 11.0 13.0 23.1 17.3 17.3 17.3 17.3 Actuated g/C Ratio 0.11 0.20 0.23 0.41 0.31 0.31 0.31 0.31 v/c Ratio 0.25 0.47 0.56 0.36 0.54 0.19 0.66 0.14
Control Delay 32.0 23.0 27.5 14.6 22.5 2.9 24.6 1.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.0 23.0 27.5 14.6 22.5 2.9 24.6 1.5

LOS C C C B C A C A
Approach Delay 24.1 18.4 16.6 20.3
Approach LOS C B B C
90th %ile Green (s) 6.4 15.4 19.3 28.3 27.5 27.5 27.5 27.5 27.5 27.5 90th %ile Term Code Max Gap Max Hold Hold Hold Hold Gap Gap Gap 70th %ile Green (s) 6.4 12.8 16.0 22.4 20.9 20.9 20.9 20.9 20.9 20.9 70th %ile Term Code Max Gap Gap Hold Hold Hold Hold Gap Gap Gap 50th %ile Green (s) 6.4 10.7 12.9 17.2 16.9 16.9 16.9 16.9 16.9 16.9 50th %ile Term Code Max Gap Gap Hold Hold Hold Hold Gap Gap Gap 30th %ile Green (s) 0.0 9.1 10.5 24.3 13.6 13.6 13.6 13.6 13.6 13.6 30th %ile Term Code Skip Gap Gap Hold Hold Hold Hold Gap Gap Gap 10th %ile Green (s) 0.0 7.3 7.8 19.8 10.0 10.0 10.0 10.0 10.0 10.0 10th %ile Term Code Skip Gap Gap Hold Hold Hold Hold Gap Gap Gap Stops (vph) 39 209 153 286 163 7 251 3
Fuel Used(gal) 1 5 3 5 4 1 7 1
CO Emissions (g/hr) 60 341 206 364 252 39 487 50
NOx Emissions (g/hr) 12 66 40 71 49 7 95 10
VOC Emissions (g/hr) 14 79 48 84 58 9 113 12
Dilemma Vehicles (#) 0 17 0 28 14 0 21 0
Queue Length 50th (ft) 14 42 59 64 63 0 96 0
Queue Length 95th (ft) 53 100 150 126 149 18 212 9
Internal Link Dist (ft) 345 444 591 1254
Turn Bay Length (ft) 105 100 50 50
Base Capacity (vph) 192 1657 578 2481 779 853 940 884
Redlands Regular Meeting of 03-05-2024 Page G-40 460 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.24 0.19 0.36 0.20 0.31 0.12 0.37 0.09 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 56.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 19.6 Intersection LOS: B
Intersection Capacity Utilization 66.1% ICU Level of Service C Analysis Period (min) 15
90th %ile Actuated Cycle: 76.3
70th %ile Actuated Cycle: 63.8
50th %ile Actuated Cycle: 54.6
30th %ile Actuated Cycle: 47.3
10th %ile Actuated Cycle: 39.2
Splits and Phases: 13: Texas St & Lugonia Ave
Redlands Regular Meeting of 03-05-2024 Page G-41 461 of 967 Neighborhoods at Lugonia Village Existing + Project AM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 237 45 191 426 26 45 174 94 25 295 74 Future Volume (veh/h) 42 237 45 191 426 26 45 174 94 25 295 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1687 1744 1758 1687 1772 1688 1786 1786 1716 1758 1786 1772 Adj Flow Rate, veh/h 46 258 49 208 463 28 49 189 102 27 321 80 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, % 1 4 3 1 2 8 1 1 6 3 1 2
Cap, veh/h 71 407 76 255 841 51 70 214 682 62 446 705
Arrive On Green 0.04 0.15 0.15 0.16 0.26 0.26 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 1606 2786 521 1606 3226 195 0 456 1454 0 950 1502 Grp Volume(v), veh/h 46 152 155 208 241 250 238 0 102 348 0 80 Grp Sat Flow(s),veh/h/ln 1606 1657 1650 1606 1683 1737 456 0 1454 951 0 1502 Q Serve(g_s), s 1.8 5.4 5.5 7.8 7.7 7.8 0.0 0.0 2.5 0.0 0.0 1.9 Cycle Q Clear(g_c), s 1.8 5.4 5.5 7.8 7.7 7.8 29.3 0.0 2.5 29.3 0.0 1.9 Prop In Lane 1.00 0.32 1.00 0.11 0.21 1.00 0.08 1.00
Lane Grp Cap(c), veh/h 71 242 241 255 439 453 284 0 682 508 0 705 V/C Ratio(X) 0.65 0.63 0.64 0.82 0.55 0.55 0.84 0.00 0.15 0.68 0.00 0.11 Avail Cap(c_a), veh/h 165 725 722 497 1084 1119 284 0 683 508 0 705 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.4 25.0 25.1 25.4 19.9 19.9 16.0 0.0 9.5 14.0 0.0 9.3 Incr Delay (d2), s/veh 9.7 2.7 2.9 6.3 1.1 1.1 19.5 0.0 0.1 3.8 0.0 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/ln 0.8 2.1 2.2 3.2 2.9 3.0 3.4 0.0 0.7 3.4 0.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.1 27.7 28.0 31.7 21.0 21.0 35.6 0.0 9.6 17.8 0.0 9.4 LnGrp LOS D C C C C C D A A B A A
Approach Vol, veh/h 353 699 340 428
Approach Delay, s/veh 29.3 24.2 27.8 16.2
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.6 13.8 34.0 7.4 21.0 34.0
Change Period (Y+Rc), s * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 19 * 27 * 29 * 6.4 * 40 * 29 Max Q Clear Time (g_c+I1), s 9.8 7.5 31.3 3.8 9.8 31.3
Green Ext Time (p_c), s 0.4 1.6 0.0 0.0 3.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 24.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page G-42 462 of 967 Neighborhoods at Lugonia Village ___________________________________________________________________________________________________________________ Traffic Study Appendix H:

Existing Year With Project (Scenario B) PM Peak Hour
Analysis Worksheets
Redlands Regular Meeting of 03-05-2024 463 of 967
Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 102 584 84 125 233 129 48 61 269 161 256 125 Future Volume (vph) 102 584 84 125 233 129 48 61 269 161 256 125 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 260 0 175 175 225 0 75 0
Storage Lanes 1 1 1 1 1 1 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 Ped Bike Factor 1.00
Frt 0.850 0.850 0.850 0.951
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 3353 1500 1583 1698 1471 1583 1765 1500 1568 3164 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 3353 1500 1583 1698 1471 1583 1765 1500 1568 3164 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 155 155 113 75
Link Speed (mph) 30 30 35 30
Link Distance (ft) 1161 720 1341 1495
Travel Time (s) 26.4 16.4 26.1 34.0
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 6% 4% 2% 2% 2% 3% 2% 3%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 105 602 87 129 240 133 49 63 277 166 264 129 Shared Lane Traffic (%)
Lane Group Flow (vph) 105 602 87 129 240 133 49 63 277 166 393 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Right Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Perm Prot NA pm+ov Prot NA Protected Phases 5 2 1 6 3 8 1 7 4
Permitted Phases 2 6 8
Detector Phase 5 2 2 1 6 6 3 8 1 7 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-1 464 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 22.5 38.0 38.0 22.5 37.0 37.0 9.7 37.0 22.5 14.7 37.0 Total Split (s) 22.5 38.4 38.4 22.6 38.5 38.5 12.4 37.0 22.6 22.0 46.6 Total Split (%) 18.8% 32.0% 32.0% 18.8% 32.1% 32.1% 10.3% 30.8% 18.8% 18.3% 38.8% Maximum Green (s) 17.8 32.4 32.4 17.9 32.5 32.5 7.7 31.0 17.9 17.3 40.6 Yellow Time (s) 3.7 5.0 5.0 3.7 5.0 5.0 3.7 5.0 3.7 3.7 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 6.0 6.0 4.7 6.0 6.0 4.7 6.0 4.7 4.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 25.0 25.0 24.0 24.0 24.0 24.0
Pedestrian Calls (#/hr) 0 0 0 0 0 2
Act Effct Green (s) 11.4 21.3 21.3 12.4 26.2 26.2 7.5 10.1 25.0 15.2 20.0 Actuated g/C Ratio 0.15 0.27 0.27 0.16 0.33 0.33 0.10 0.13 0.32 0.19 0.26 v/c Ratio 0.46 0.66 0.17 0.52 0.42 0.22 0.33 0.28 0.50 0.55 0.46 Control Delay 43.0 30.8 0.7 43.6 28.3 4.3 47.4 38.7 16.0 42.3 23.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.0 30.8 0.7 43.6 28.3 4.3 47.4 38.7 16.0 42.3 23.8

LOS D C A D C A D D B D C
Approach Delay 29.1 25.9 23.6 29.3
Approach LOS C C C C
90th %ile Green (s) 17.4 32.4 32.4 17.9 32.9 32.9 7.7 21.4 17.9 17.3 31.0 90th %ile Term Code Gap Max Max Max Hold Hold Max Hold Max Max Ped 70th %ile Green (s) 13.3 25.7 25.7 14.8 27.2 27.2 7.7 10.0 14.8 17.3 19.6 70th %ile Term Code Gap Gap Gap Gap Hold Hold Max Gap Gap Max Hold 50th %ile Green (s) 11.1 21.6 21.6 12.3 22.8 22.8 7.7 8.5 12.3 14.9 15.7 50th %ile Term Code Gap Gap Gap Gap Hold Hold Max Gap Gap Gap Hold 30th %ile Green (s) 9.1 17.6 17.6 10.0 18.5 18.5 0.0 7.2 10.0 12.1 24.0 30th %ile Term Code Gap Gap Gap Gap Hold Hold Skip Gap Gap Gap Hold 10th %ile Green (s) 0.0 11.1 11.1 7.1 22.9 22.9 0.0 0.0 7.1 11.3 10.0 10th %ile Term Code Skip Gap Gap Gap Hold Hold Skip Skip Gap Hold Min Stops (vph) 85 476 0 106 173 11 44 51 113 132 237
Fuel Used(gal) 2 12 1 2 4 1 2 2 7 4 8
CO Emissions (g/hr) 160 810 54 168 252 63 119 142 479 279 531 NOx Emissions (g/hr) 31 157 11 33 49 12 23 28 93 54 103 VOC Emissions (g/hr) 37 188 13 39 58 15 28 33 111 65 123 Dilemma Vehicles (#) 0 0 0 0 0 0 0 3 0 0 0
Queue Length 50th (ft) 48 136 0 59 97 0 23 29 59 75 73
Queue Length 95th (ft) 124 253 2 147 217 32 75 77 147 #200 141 Internal Link Dist (ft) 1081 640 1261 1415
Turn Bay Length (ft) 260 175 175 225 75
Base Capacity (vph) 393 1518 764 396 772 753 170 764 683 379 1827 Redlands Regular Meeting of 03-05-2024 Page H-2 465 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.27 0.40 0.11 0.33 0.31 0.18 0.29 0.08 0.41 0.44 0.22 Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 78.3
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay: 27.5 Intersection LOS: C
Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15
90th %ile Actuated Cycle: 110.4
70th %ile Actuated Cycle: 89.2
50th %ile Actuated Cycle: 78.7
30th %ile Actuated Cycle: 68.3
10th %ile Actuated Cycle: 44.9
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave Redlands Regular Meeting of 03-05-2024 Page H-3 466 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 1: Citrus Plaza Dr/I-210 EB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 102 584 84 125 233 129 48 61 269 161 256 125 Future Volume (veh/h) 102 584 84 125 233 129 48 61 269 161 256 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1673 1772 1772 1673 1716 1744 1673 1772 1772 1660 1772 1758 Adj Flow Rate, veh/h 105 602 87 129 240 133 49 63 277 166 264 129 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 6 4 2 2 2 3 2 3
Cap, veh/h 150 844 377 174 456 393 69 362 471 214 655 311 Arrive On Green 0.09 0.25 0.25 0.11 0.27 0.27 0.04 0.20 0.20 0.14 0.30 0.30 Sat Flow, veh/h 1594 3367 1502 1594 1716 1478 1594 1772 1502 1581 2214 1050 Grp Volume(v), veh/h 105 602 87 129 240 133 49 63 277 166 199 194 Grp Sat Flow(s),veh/h/ln 1594 1683 1502 1594 1716 1478 1594 1772 1502 1581 1683 1580 Q Serve(g_s), s 4.6 11.6 3.3 5.6 8.5 5.2 2.2 2.1 11.1 7.2 6.7 7.0 Cycle Q Clear(g_c), s 4.6 11.6 3.3 5.6 8.5 5.2 2.2 2.1 11.1 7.2 6.7 7.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.66
Lane Grp Cap(c), veh/h 150 844 377 174 456 393 69 362 471 214 498 468 V/C Ratio(X) 0.70 0.71 0.23 0.74 0.53 0.34 0.71 0.17 0.59 0.78 0.40 0.42 Avail Cap(c_a), veh/h 398 1530 683 400 782 674 172 771 817 384 959 900 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.3 24.4 21.2 30.8 22.3 21.1 33.6 23.4 20.6 29.8 20.0 20.1 Incr Delay (d2), s/veh 5.8 1.1 0.3 6.0 0.9 0.5 12.3 0.2 1.2 6.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 4.5 1.1 2.4 3.4 1.7 1.0 0.8 3.7 3.0 2.6 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.0 25.5 21.5 36.8 23.3 21.6 45.9 23.6 21.7 35.8 20.6 20.7 LnGrp LOS D C C D C C D C C D C C
Approach Vol, veh/h 794 502 389 559
Approach Delay, s/veh 26.6 26.3 25.1 25.1
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 23.9 7.8 27.1 11.4 25.0 14.3 20.6 Change Period (Y+Rc), s * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 Max Green Setting (Gmax), s * 18 32.4 * 7.7 40.6 * 18 32.5 * 17 31.0 Max Q Clear Time (g_c+I1), s 7.6 13.6 4.2 9.0 6.6 10.5 9.2 13.1 Green Ext Time (p_c), s 0.2 4.3 0.0 2.6 0.2 1.8 0.3 1.2 Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page H-4 467 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 393 481 140 23 320 159 57 384 37 184 12 110 Future Volume (vph) 393 481 140 23 320 159 57 384 37 184 12 110 Ideal Flow (vphpl) 1600 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 245 0 160 0 100 100 110 0
Storage Lanes 2 1 1 1 1 1 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.987 0.864
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 2891 1765 1485 1583 1748 1485 1568 3309 0 1568 1470 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 2891 1765 1485 1583 1748 1485 1568 3309 0 1568 1470 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 155 198 8 113
Link Speed (mph) 30 40 35 30
Link Distance (ft) 720 275 1347 996
Travel Time (s) 16.4 4.7 26.2 22.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 3% 2% 3% 3% 3% 2% 2% 3% 4% 6%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 405 496 144 24 330 164 59 396 38 190 12 113 Shared Lane Traffic (%)
Lane Group Flow (vph) 405 496 144 24 330 164 59 434 0 190 125 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 24 24 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.24 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 1 2 1 2
Detector Template Left Thru Right Left Thru Right Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA
Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 6
Detector Phase 5 2 2 1 6 6 3 8 7 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-5 468 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 10.0 5.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 14.7 36.0 36.0 14.7 36.0 36.0 14.7 35.0 14.7 35.0 Total Split (s) 25.3 46.8 46.8 14.7 36.2 36.2 15.1 35.0 23.5 43.4 Total Split (%) 21.1% 39.0% 39.0% 12.3% 30.2% 30.2% 12.6% 29.2% 19.6% 36.2% Maximum Green (s) 20.6 40.8 40.8 10.0 30.2 30.2 10.4 29.0 18.8 37.4 Yellow Time (s) 3.7 5.0 5.0 3.7 5.0 5.0 3.7 5.0 3.7 5.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 6.0 6.0 4.7 6.0 6.0 4.7 6.0 4.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 23.0 23.0 23.0 23.0 22.0 22.0
Pedestrian Calls (#/hr) 0 0 0 0 0 0
Act Effct Green (s) 18.4 41.9 41.9 10.3 23.8 23.8 10.5 18.7 16.4 28.8 Actuated g/C Ratio 0.19 0.42 0.42 0.10 0.24 0.24 0.11 0.19 0.16 0.29 v/c Ratio 0.76 0.67 0.20 0.15 0.79 0.32 0.36 0.69 0.73 0.25 Control Delay 50.5 31.6 4.3 49.6 51.4 4.3 53.9 44.4 59.9 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 50.5 31.6 4.3 49.6 51.4 4.3 53.9 44.4 59.9 8.9

LOS D C A D D A D D E A
Approach Delay 35.2 36.4 45.6 39.7
Approach LOS D D D D
90th %ile Green (s) 20.6 40.8 40.8 10.0 30.2 30.2 10.4 26.0 18.8 34.4 90th %ile Term Code Max Max Max Max Max Max Max Gap Max Hold 70th %ile Green (s) 20.6 40.8 40.8 10.0 30.2 30.2 10.4 21.6 18.8 30.0 70th %ile Term Code Max Max Max Max Max Max Max Gap Max Hold 50th %ile Green (s) 20.6 50.4 50.4 0.0 25.1 25.1 10.0 19.3 18.8 28.1 50th %ile Term Code Max Hold Hold Skip Gap Gap Min Gap Max Hold 30th %ile Green (s) 17.2 42.5 42.5 0.0 20.6 20.6 10.0 16.0 15.2 21.2 30th %ile Term Code Gap Hold Hold Skip Gap Gap Min Gap Gap Hold 10th %ile Green (s) 12.9 32.2 32.2 0.0 14.6 14.6 0.0 12.0 10.9 27.6 10th %ile Term Code Gap Hold Hold Skip Gap Gap Skip Gap Gap Hold Stops (vph) 347 368 13 22 284 10 52 366 159 22
Fuel Used(gal) 8 8 1 1 8 1 2 11 5 1
CO Emissions (g/hr) 571 547 68 40 552 77 110 745 318 89 NOx Emissions (g/hr) 111 106 13 8 107 15 21 145 62 17
VOC Emissions (g/hr) 132 127 16 9 128 18 25 173 74 21
Dilemma Vehicles (#) 0 0 0 0 14 0 0 15 0 0
Queue Length 50th (ft) 132 234 0 15 209 0 38 143 121 6
Queue Length 95th (ft) #223 #504 37 45 336 32 88 207 #248 52 Internal Link Dist (ft) 640 195 1267 916
Turn Bay Length (ft) 245 160 100 110
Base Capacity (vph) 618 786 747 164 548 601 169 1002 306 639 Redlands Regular Meeting of 03-05-2024 Page H-6 469 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.66 0.63 0.19 0.15 0.60 0.27 0.35 0.43 0.62 0.20 Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 99.4
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay: 38.2 Intersection LOS: D
Intersection Capacity Utilization 76.7% ICU Level of Service D Analysis Period (min) 15
90th %ile Actuated Cycle: 117
70th %ile Actuated Cycle: 112.6
50th %ile Actuated Cycle: 105.2
30th %ile Actuated Cycle: 90.4
10th %ile Actuated Cycle: 71.8
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave Redlands Regular Meeting of 03-05-2024 Page H-7 470 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 2: Tennessee St/I-210 WB Ramp & San Bernardino Ave 01/13/2023 Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 393 481 140 23 320 159 57 384 37 184 12 110 Future Volume (veh/h) 393 481 140 23 320 159 57 384 37 184 12 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1575 1772 1758 1673 1758 1758 1660 1772 1772 1660 1744 1716 Adj Flow Rate, veh/h 405 496 144 24 330 164 59 396 38 190 12 113 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 3 2 3 3 3 2 2 3 4 6
Cap, veh/h 501 621 522 83 405 343 147 548 52 228 33 309 Arrive On Green 0.17 0.35 0.35 0.05 0.23 0.23 0.09 0.18 0.18 0.14 0.23 0.23 Sat Flow, veh/h 2910 1772 1490 1594 1758 1490 1581 3105 296 1581 144 1356 Grp Volume(v), veh/h 405 496 144 24 330 164 59 214 220 190 0 125 Grp Sat Flow(s),veh/h/ln 1455 1772 1490 1594 1758 1490 1581 1683 1719 1581 0 1500 Q Serve(g_s), s 10.3 19.5 5.4 1.1 13.7 7.4 2.7 9.3 9.4 9.0 0.0 5.4 Cycle Q Clear(g_c), s 10.3 19.5 5.4 1.1 13.7 7.4 2.7 9.3 9.4 9.0 0.0 5.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 0.90
Lane Grp Cap(c), veh/h 501 621 522 83 405 343 147 297 303 228 0 341 V/C Ratio(X) 0.81 0.80 0.28 0.29 0.82 0.48 0.40 0.72 0.73 0.83 0.00 0.37 Avail Cap(c_a), veh/h 776 935 786 206 687 582 213 632 645 385 0 726 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 30.8 22.6 18.0 35.3 28.2 25.7 33.0 30.0 30.1 32.2 0.0 25.1 Incr Delay (d2), s/veh 3.6 2.9 0.3 1.9 4.0 1.0 1.8 3.3 3.3 7.7 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 8.1 1.8 0.5 5.8 2.6 1.1 3.8 4.0 3.8 0.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.4 25.6 18.3 37.1 32.2 26.8 34.8 33.3 33.4 39.9 0.0 25.8 LnGrp LOS C C B D C C C C C D A C
Approach Vol, veh/h 1045 518 493 315
Approach Delay, s/veh 28.0 30.7 33.5 34.3
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.7 33.1 11.9 23.6 18.0 23.8 15.8 19.6 Change Period (Y+Rc), s * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 * 4.7 6.0 Max Green Setting (Gmax), s * 10 40.8 * 10 37.4 * 21 30.2 * 19 29.0 Max Q Clear Time (g_c+I1), s 3.1 21.5 4.7 7.4 12.3 15.7 11.0 11.4 Green Ext Time (p_c), s 0.0 3.6 0.0 0.8 1.0 2.1 0.3 2.3 Intersection Summary
HCM 6th Ctrl Delay 30.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page H-8 471 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 3: Tennessee St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 22 5 473 37 7 168
Future Volume (vph) 22 5 473 37 7 168
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 0 100 100
Storage Lanes 1 0 0 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.977 0.990
Flt Protected 0.960 0.950
Satd. Flow (prot) 1655 0 1747 0 1676 1765
Flt Permitted 0.960 0.950
Satd. Flow (perm) 1655 0 1747 0 1676 1765
Link Speed (mph) 30 35 35
Link Distance (ft) 1715 1348 1347
Travel Time (s) 39.0 26.3 26.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 24 5 514 40 8 183
Shared Lane Traffic (%)
Lane Group Flow (vph) 29 0 554 0 8 183
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.6% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page H-9 472 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 3: Tennessee St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 22 5 473 37 7 168
Future Vol, veh/h 22 5 473 37 7 168
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 24 5 514 40 8 183
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 733 534 0 0 554 0
Stage 1 534 - - - - -
Stage 2 199 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 388 546 - - 1016 -
Stage 1 588 - - - - -
Stage 2 835 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 385 546 - - 1016 -
Mov Cap-2 Maneuver 385 - - - - -
Stage 1 588 - - - - -
Stage 2 828 - - - - -
Approach WB NB SB
HCM Control Delay, s 14.5 0 0.3

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 407 1016 -
HCM Lane V/C Ratio - - 0.072 0.007 -
HCM Control Delay (s) - - 14.5 8.6 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.2 0 -
Redlands Regular Meeting of 03-05-2024 Page H-10 473 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 81 765 404 149 442 115 301 314 261 87 85 18 Future Volume (vph) 81 765 404 149 442 115 301 314 261 87 85 18 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 130 110 150 0 200 0 100 50
Storage Lanes 1 1 1 0 1 1 1 1
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.99 0.99 0.98
Frt 0.850 0.969 0.850 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1583 3353 1500 1583 1701 0 1583 1765 1471 1583 1748 1500 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1583 3353 1470 1583 1701 0 1583 1765 1449 1583 1748 1463 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 309 15 244 133
Link Speed (mph) 40 35 35 35
Link Distance (ft) 349 421 663 1348
Travel Time (s) 5.9 8.2 12.9 26.3
Confl. Peds. (#/hr) 8 3 3 3
Confl. Bikes (#/hr)
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% 3% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 84 789 416 154 456 119 310 324 269 90 88 19 Shared Lane Traffic (%)
Lane Group Flow (vph) 84 789 416 154 575 0 310 324 269 90 88 19 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 2 1 1 2 1
Detector Template Left Thru Right Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Perm Protected Phases 5 2 1 6 3 8 7 4
Permitted Phases 2 8 4
Detector Phase 5 2 2 1 6 3 8 8 7 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-11 474 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 32.0 32.0 9.5 32.0 9.5 32.0 32.0 9.5 32.0 32.0 Total Split (s) 9.5 32.0 32.0 11.0 33.5 15.0 32.1 32.1 14.9 32.0 32.0 Total Split (%) 10.6% 35.6% 35.6% 12.2% 37.2% 16.7% 35.7% 35.7% 16.6% 35.6% 35.6% Maximum Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 27.1 27.1 10.4 27.0 27.0 Yellow Time (s) 3.5 4.0 4.0 3.5 4.0 3.5 4.0 4.0 3.5 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 5.0 4.5 5.0 4.5 5.0 5.0 4.5 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min Min None Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0
Pedestrian Calls (#/hr) 8 8 3 3 3 3 3
Act Effct Green (s) 5.1 27.6 27.6 6.7 29.2 11.0 19.9 19.9 8.9 17.8 17.8 Actuated g/C Ratio 0.06 0.35 0.35 0.08 0.37 0.14 0.25 0.25 0.11 0.22 0.22 v/c Ratio 0.83 0.68 0.59 1.17 0.91 1.42 0.74 0.49 0.51 0.23 0.04 Control Delay 97.0 28.2 10.9 169.7 47.9 243.8 38.7 8.2 47.0 26.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 97.0 28.2 10.9 169.7 47.9 243.8 38.7 8.2 47.0 26.0 0.2

LOS F C B F D F D A D C A
Approach Delay 27.1 73.7 100.0 33.1
Approach LOS C E F C
90th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 27.1 27.1 10.4 27.0 27.0 90th %ile Term Code Max Max Max Max Max Max Max Max Max Ped Ped 70th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 25.6 25.6 10.4 25.5 25.5 70th %ile Term Code Max Max Max Max Max Max Gap Gap Max Hold Hold 50th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 21.2 21.2 10.0 20.7 20.7 50th %ile Term Code Max Max Max Max Max Max Gap Gap Gap Hold Hold 30th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 10.5 16.6 16.6 8.2 14.3 14.3 30th %ile Term Code Max Hold Hold Max Max Max Gap Gap Gap Hold Hold 10th %ile Green (s) 5.0 27.0 27.0 6.5 28.5 11.6 11.1 11.1 0.0 0.0 0.0 10th %ile Term Code Max Hold Hold Max Max Hold Gap Gap Skip Skip Skip Stops (vph) 59 630 108 103 422 204 270 42 78 61 0
Fuel Used(gal) 3 15 4 7 11 20 8 4 2 2 0
CO Emissions (g/hr) 185 1051 301 463 786 1376 550 247 158 121 12 NOx Emissions (g/hr) 36 205 59 90 153 268 107 48 31 24 2 VOC Emissions (g/hr) 43 244 70 107 182 319 127 57 37 28 3 Dilemma Vehicles (#) 0 43 0 0 31 0 15 0 0 4 0
Queue Length 50th (ft) 45 191 41 ~102 288 ~233 156 10 45 37 0 Queue Length 95th (ft) #140 285 144 #236 #558 #420 246 69 97 73 0 Internal Link Dist (ft) 269 341 583 1268
Turn Bay Length (ft) 130 110 150 200 100 50
Base Capacity (vph) 101 1162 711 132 632 219 614 663 211 606 594 Redlands Regular Meeting of 03-05-2024 Page H-12 475 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.83 0.68 0.59 1.17 0.91 1.42 0.53 0.41 0.43 0.15 0.03 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 79.7
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.42
Intersection Signal Delay: 59.5 Intersection LOS: E
Intersection Capacity Utilization 77.9% ICU Level of Service D Analysis Period (min) 15
90th %ile Actuated Cycle: 90
70th %ile Actuated Cycle: 88.5
50th %ile Actuated Cycle: 83.7
30th %ile Actuated Cycle: 77.3
10th %ile Actuated Cycle: 59.1
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 4: Tennessee St & Lugonia Ave
Redlands Regular Meeting of 03-05-2024 Page H-13 476 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 4: Tennessee St & Lugonia Ave 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 765 404 149 442 115 301 314 261 87 85 18 Future Volume (veh/h) 81 765 404 149 442 115 301 314 261 87 85 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1673 1772 1772 1673 1772 1744 1673 1758 1772 Adj Flow Rate, veh/h 84 789 416 154 456 119 310 324 269 90 88 19 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 4 2 3 2
Cap, veh/h 104 1148 509 142 495 129 230 422 351 112 289 245 Arrive On Green 0.06 0.34 0.34 0.09 0.37 0.37 0.14 0.24 0.24 0.07 0.16 0.16 Sat Flow, veh/h 1594 3367 1491 1594 1353 353 1594 1772 1472 1594 1758 1488 Grp Volume(v), veh/h 84 789 416 154 0 575 310 324 269 90 88 19 Grp Sat Flow(s),veh/h/ln 1594 1683 1491 1594 0 1707 1594 1772 1472 1594 1758 1488 Q Serve(g_s), s 3.8 14.7 18.6 6.5 0.0 23.5 10.5 12.4 12.4 4.1 3.2 0.8 Cycle Q Clear(g_c), s 3.8 14.7 18.6 6.5 0.0 23.5 10.5 12.4 12.4 4.1 3.2 0.8 Prop In Lane 1.00 1.00 1.00 0.21 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 104 1148 509 142 0 624 230 422 351 112 289 245 V/C Ratio(X) 0.81 0.69 0.82 1.08 0.00 0.92 1.35 0.77 0.77 0.80 0.30 0.08 Avail Cap(c_a), veh/h 109 1248 553 142 0 668 230 659 548 228 652 552 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.6 20.6 21.9 33.2 0.0 22.1 31.2 25.8 25.8 33.4 26.8 25.7 Incr Delay (d2), s/veh 34.0 1.4 8.8 99.3 0.0 17.7 183.1 2.9 3.5 12.4 0.6 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/ln 2.4 5.4 7.1 6.3 0.0 11.5 15.5 5.2 4.4 1.9 1.3 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.6 22.1 30.7 132.4 0.0 39.9 214.2 28.8 29.4 45.7 27.3 25.9 LnGrp LOS E C C F A D F C C D C C
Approach Vol, veh/h 1289 729 903 197
Approach Delay, s/veh 27.8 59.4 92.6 35.6
Approach LOS C E F D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 29.8 15.0 17.0 9.2 31.6 9.6 22.4 Change Period (Y+Rc), s 4.5 5.0 4.5 5.0 4.5 5.0 4.5 5.0 Max Green Setting (Gmax), s 6.5 27.0 10.5 27.0 5.0 28.5 10.4 27.1 Max Q Clear Time (g_c+I1), s 8.5 20.6 12.5 5.2 5.8 25.5 6.1 14.4 Green Ext Time (p_c), s 0.0 3.4 0.0 0.4 0.0 1.1 0.1 2.3 Intersection Summary
HCM 6th Ctrl Delay 54.5
HCM 6th LOS D
Redlands Regular Meeting of 03-05-2024 Page H-14 477 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 119 3 232 223 732 0 0 530 136 Future Volume (vph) 0 0 0 119 3 232 223 732 0 0 530 136 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1700 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 150 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 0.95 1.00 1.00 0.95 0.95 Ped Bike Factor
Frt 0.902 0.969
Flt Protected 0.983 0.950
Satd. Flow (prot) 0 0 0 0 2953 0 1568 3353 0 0 3249 0
Flt Permitted 0.983 0.950
Satd. Flow (perm) 0 0 0 0 2953 0 1568 3353 0 0 3249 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 244 38
Link Speed (mph) 30 30 35 35
Link Distance (ft) 855 1063 612 817
Travel Time (s) 19.4 24.2 11.9 15.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 4% 2% 2% 3% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 0 0 125 3 244 235 771 0 0 558 143
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 0 0 372 0 235 771 0 0 701 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 2
Detector Template Left Thru Left Thru Thru
Leading Detector (ft) 20 100 20 100 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA Prot NA NA
Protected Phases 4 1 6 2
Permitted Phases 4
Detector Phase 4 4 1 6 2
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-15 478 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 10.0 23.5 22.5
Total Split (s) 24.0 24.0 30.0 66.0 36.0
Total Split (%) 26.7% 26.7% 33.3% 73.3% 40.0%
Maximum Green (s) 18.5 18.5 25.0 60.5 30.5
Yellow Time (s) 4.5 4.5 4.0 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.0 5.5 5.5
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None None C-Min C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 11.0
Pedestrian Calls (#/hr) 1
Act Effct Green (s) 10.0 18.6 69.0 45.4
Actuated g/C Ratio 0.11 0.21 0.77 0.50
v/c Ratio 0.69 0.73 0.30 0.42
Control Delay 19.8 43.0 1.1 15.9
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 19.8 43.0 1.1 15.9

LOS B D A B
Approach Delay 19.8 10.9 15.9
Approach LOS B B B
90th %ile Green (s) 15.5 15.5 25.3 63.5 33.2
90th %ile Term Code Gap Gap Gap Coord Coord
70th %ile Green (s) 11.7 11.7 21.5 67.3 40.8
70th %ile Term Code Gap Gap Gap Coord Coord
50th %ile Green (s) 9.6 9.6 18.7 69.4 45.7
50th %ile Term Code Gap Gap Gap Coord Coord
30th %ile Green (s) 7.5 7.5 15.8 71.5 50.7
30th %ile Term Code Gap Gap Gap Coord Coord
10th %ile Green (s) 5.5 5.5 11.7 73.5 56.8
10th %ile Term Code Gap Gap Gap Coord Coord
Stops (vph) 120 183 72 396
Fuel Used(gal) 5 4 4 12
CO Emissions (g/hr) 350 302 275 857
NOx Emissions (g/hr) 68 59 54 167
VOC Emissions (g/hr) 81 70 64 199
Dilemma Vehicles (#) 0 0 22 37
Queue Length 50th (ft) 36 112 13 117
Queue Length 95th (ft) 75 m105 m18 212
Internal Link Dist (ft) 775 983 532 737
Turn Bay Length (ft) 150
Base Capacity (vph) 800 436 2572 1659
Redlands Regular Meeting of 03-05-2024 Page H-16 479 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.47 0.54 0.30 0.42
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 49 (54%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.73
Intersection Signal Delay: 14.2 Intersection LOS: B
Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.

Splits and Phases: 5: Tennessee St & I-10 WB Ramps
Redlands Regular Meeting of 03-05-2024 Page H-17 480 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 5: Tennessee St & I-10 WB Ramps 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 119 3 232 223 732 0 0 530 136 Future Volume (veh/h) 0 0 0 119 3 232 223 732 0 0 530 136 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1744 1772 1772 1660 1772 0 0 1772 1772 Adj Flow Rate, veh/h 125 3 244 235 771 0 0 558 143
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 2 2 3 2 0 0 2 2
Cap, veh/h 307 7 279 265 2329 0 0 1244 318
Arrive On Green 0.19 0.19 0.19 0.34 1.00 0.00 0.00 0.47 0.47 Sat Flow, veh/h 1650 40 1502 1581 3455 0 0 2744 678
Grp Volume(v), veh/h 128 0 244 235 771 0 0 353 348
Grp Sat Flow(s),veh/h/ln 1689 0 1502 1581 1683 0 0 1683 1650 Q Serve(g_s), s 6.0 0.0 14.2 12.7 0.0 0.0 0.0 12.7 12.8 Cycle Q Clear(g_c), s 6.0 0.0 14.2 12.7 0.0 0.0 0.0 12.7 12.8 Prop In Lane 0.98 1.00 1.00 0.00 0.00 0.41
Lane Grp Cap(c), veh/h 314 0 279 265 2329 0 0 789 773
V/C Ratio(X) 0.41 0.00 0.87 0.89 0.33 0.00 0.00 0.45 0.45 Avail Cap(c_a), veh/h 347 0 309 439 2329 0 0 789 773
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 0.00 1.00 0.48 0.48 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 32.3 0.0 35.6 29.1 0.0 0.0 0.0 16.1 16.1 Incr Delay (d2), s/veh 0.8 0.0 21.7 6.2 0.2 0.0 0.0 1.8 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 6.8 4.2 0.1 0.0 0.0 5.0 4.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.1 0.0 57.3 35.3 0.2 0.0 0.0 17.9 18.0 LnGrp LOS C A E D A A A B B
Approach Vol, veh/h 372 1006 701
Approach Delay, s/veh 49.0 8.4 17.9
Approach LOS D A B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 20.1 47.7 22.2 67.8
Change Period (Y+Rc), s 5.0 5.5 5.5 5.5
Max Green Setting (Gmax), s 25.0 30.5 18.5 60.5
Max Q Clear Time (g_c+I1), s 14.7 14.8 16.2 2.0
Green Ext Time (p_c), s 0.5 3.8 0.5 6.2
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B
Redlands Regular Meeting of 03-05-2024 Page H-18 481 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 334 348 354 0 0 0 0 621 149 239 410 0 Future Volume (vph) 334 348 354 0 0 0 0 621 149 239 410 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1700 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 200 0
Storage Lanes 0 0 0 0 0 0 1 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor
Frt 0.949 0.971
Flt Protected 0.984 0.950
Satd. Flow (prot) 0 3121 0 0 0 0 0 3256 0 1583 3320 0
Flt Permitted 0.984 0.950
Satd. Flow (perm) 0 3121 0 0 0 0 0 3256 0 1583 3320 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 110 34
Link Speed (mph) 30 30 35 35
Link Distance (ft) 1215 643 585 612
Travel Time (s) 27.6 14.6 11.4 11.9
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 3% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 352 366 373 0 0 0 0 654 157 252 432 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1091 0 0 0 0 0 811 0 252 432 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.15 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 2 1 2
Detector Template Left Thru Thru Left Thru
Leading Detector (ft) 20 100 100 20 100
Trailing Detector (ft) 0 0 0 0 0
Turn Type Perm NA NA Prot NA
Protected Phases 8 6 5 2
Permitted Phases 8
Detector Phase 8 8 6 5 2
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-19 482 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 23.5 23.5 31.5 10.0 23.5
Total Split (s) 35.0 35.0 34.0 21.0 55.0
Total Split (%) 38.9% 38.9% 37.8% 23.3% 61.1%
Maximum Green (s) 29.5 29.5 28.5 16.0 49.5
Yellow Time (s) 4.5 4.5 4.5 4.0 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.5 5.5 5.0 5.5
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None None C-Min None C-Min
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 0
Act Effct Green (s) 31.3 26.9 15.8 47.7
Actuated g/C Ratio 0.35 0.30 0.18 0.53
v/c Ratio 0.94 0.81 0.91 0.25
Control Delay 43.3 35.2 63.6 15.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay 43.3 35.2 63.6 15.1

LOS D D E B
Approach Delay 43.3 35.2 33.0
Approach LOS D D C
90th %ile Green (s) 29.5 29.5 28.5 16.0 49.5
90th %ile Term Code Max Max Coord Max Coord
70th %ile Green (s) 29.5 29.5 28.5 16.0 49.5
70th %ile Term Code Max Max Coord Max Coord
50th %ile Green (s) 30.0 30.0 28.0 16.0 49.0
50th %ile Term Code Max Max Coord Max Coord
30th %ile Green (s) 32.3 32.3 25.7 16.0 46.7
30th %ile Term Code Max Max Coord Max Coord
10th %ile Green (s) 35.2 35.2 23.9 14.9 43.8
10th %ile Term Code Gap Gap Coord Gap Coord
Stops (vph) 809 666 208 284
Fuel Used(gal) 23 14 6 5
CO Emissions (g/hr) 1636 964 400 364
NOx Emissions (g/hr) 318 188 78 71
VOC Emissions (g/hr) 379 223 93 84
Dilemma Vehicles (#) 0 43 0 19
Queue Length 50th (ft) 293 211 146 108
Queue Length 95th (ft) #446 280 #280 48
Internal Link Dist (ft) 1135 563 505 532
Turn Bay Length (ft) 200
Base Capacity (vph) 1156 1054 281 1826
Redlands Regular Meeting of 03-05-2024 Page H-20 483 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.94 0.77 0.90 0.24
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 87.5 (97%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 38.0 Intersection LOS: D
Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 6: Tennessee St & I-10 EB Ramps
Redlands Regular Meeting of 03-05-2024 Page H-21 484 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 6: Tennessee St & I-10 EB Ramps 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 334 348 354 0 0 0 0 621 149 239 410 0 Future Volume (veh/h) 334 348 354 0 0 0 0 621 149 239 410 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
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 1758 1772 1772 0 1772 1772 1673 1758 0 Adj Flow Rate, veh/h 352 366 373 0 654 157 252 432 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 2 2 0 2 2 2 3 0
Cap, veh/h 332 357 386 0 853 205 283 1837 0
Arrive On Green 0.33 0.33 0.33 0.00 0.32 0.32 0.06 0.18 0.00 Sat Flow, veh/h 1014 1088 1179 0 2782 646 1594 3428 0
Grp Volume(v), veh/h 598 0 493 0 408 403 252 432 0
Grp Sat Flow(s),veh/h/ln 1721 0 1560 0 1683 1656 1594 1670 0 Q Serve(g_s), s 29.5 0.0 28.0 0.0 19.7 19.8 14.1 10.0 0.0 Cycle Q Clear(g_c), s 29.5 0.0 28.0 0.0 19.7 19.8 14.1 10.0 0.0 Prop In Lane 0.59 0.76 0.00 0.39 1.00 0.00
Lane Grp Cap(c), veh/h 564 0 511 0 533 524 283 1837 0
V/C Ratio(X) 1.06 0.00 0.97 0.00 0.77 0.77 0.89 0.24 0.00 Avail Cap(c_a), veh/h 564 0 511 0 533 524 283 1837 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 0.00 1.00 0.00 1.00 1.00 0.91 0.91 0.00 Uniform Delay (d), s/veh 30.3 0.0 29.7 0.0 27.7 27.8 41.5 20.6 0.0 Incr Delay (d2), s/veh 54.5 0.0 31.0 0.0 10.1 10.3 25.4 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/ln 20.2 0.0 14.4 0.0 9.0 8.9 8.0 4.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 84.8 0.0 60.7 0.0 37.8 38.1 66.9 20.9 0.0 LnGrp LOS F A E A D D E C A
Approach Vol, veh/h 1091 811 684
Approach Delay, s/veh 73.9 38.0 37.9
Approach LOS E D D
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 55.0 21.0 34.0 35.0
Change Period (Y+Rc), s 5.5 5.0 5.5 5.5
Max Green Setting (Gmax), s 49.5 16.0 28.5 29.5
Max Q Clear Time (g_c+I1), s 12.0 16.1 21.8 31.5
Green Ext Time (p_c), s 3.0 0.0 2.7 0.0
Intersection Summary
HCM 6th Ctrl Delay 53.1
HCM 6th LOS D
Redlands Regular Meeting of 03-05-2024 Page H-22 485 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 62 747 464 297 503 129
Future Volume (vph) 62 747 464 297 503 129
Ideal Flow (vphpl) 1700 1800 1800 1800 1600 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 185 0 200 0
Storage Lanes 1 0 1 1
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 0.95 0.95 0.97 1.00
Ped Bike Factor
Frt 0.941 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1583 3353 3155 0 2891 1500
Flt Permitted 0.950 0.950
Satd. Flow (perm) 1583 3353 3155 0 2891 1500
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 309 134
Link Speed (mph) 40 40 35
Link Distance (ft) 2554 510 1299
Travel Time (s) 43.5 8.7 25.3
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 65 778 483 309 524 134
Shared Lane Traffic (%)
Lane Group Flow (vph) 65 778 792 0 524 134
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 24
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.15 1.07 1.07 1.07 1.24 1.07
Turning Speed (mph) 15 9 15 9
Number of Detectors 1 2 2 1 1
Detector Template Left Thru Thru Left Right
Leading Detector (ft) 20 100 100 20 20
Trailing Detector (ft) 0 0 0 0 0
Turn Type Prot NA NA Prot Perm
Protected Phases 5 2 6 4
Permitted Phases 4
Detector Phase 5 2 6 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-23 486 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Minimum Initial (s) 3.0 5.0 5.0 5.0 5.0
Minimum Split (s) 7.8 11.3 32.3 9.8 9.8
Total Split (s) 9.0 42.0 33.0 18.0 18.0
Total Split (%) 15.0% 70.0% 55.0% 30.0% 30.0%
Maximum Green (s) 4.2 35.7 26.7 13.2 13.2
Yellow Time (s) 3.5 5.0 5.0 3.5 3.5
All-Red Time (s) 1.3 1.3 1.3 1.3 1.3
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.8 6.3 6.3 4.8 4.8
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0
Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0
Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0
Recall Mode None Min Min None None
Walk Time (s) 7.0
Flash Dont Walk (s) 19.0
Pedestrian Calls (#/hr) 6
Act Effct Green (s) 4.5 20.7 16.1 12.2 12.2
Actuated g/C Ratio 0.10 0.46 0.36 0.27 0.27
v/c Ratio 0.41 0.50 0.59 0.67 0.26
Control Delay 34.9 9.0 9.3 22.7 6.0
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 34.9 9.0 9.3 22.7 6.0

LOS C A A C A
Approach Delay 11.0 9.3 19.3
Approach LOS B A B
90th %ile Green (s) 4.2 35.0 26.0 13.2 13.2
90th %ile Term Code Max Hold Ped Max Max
70th %ile Green (s) 4.2 27.0 18.0 13.2 13.2
70th %ile Term Code Max Hold Gap Max Max
50th %ile Green (s) 4.2 23.8 14.8 13.2 13.2
50th %ile Term Code Max Hold Gap Max Max
30th %ile Green (s) 0.0 13.1 13.1 10.9 10.9
30th %ile Term Code Skip Gap Hold Gap Gap
10th %ile Green (s) 0.0 9.9 9.9 8.9 8.9
10th %ile Term Code Skip Gap Hold Gap Gap
Stops (vph) 53 431 336 391 25
Fuel Used(gal) 2 19 9 15 3
CO Emissions (g/hr) 142 1296 641 1038 196
NOx Emissions (g/hr) 28 252 125 202 38
VOC Emissions (g/hr) 33 300 149 241 45
Dilemma Vehicles (#) 0 63 68 0 0
Queue Length 50th (ft) 18 67 56 66 0
Queue Length 95th (ft) #73 98 98 #163 36
Internal Link Dist (ft) 2474 430 1219
Turn Bay Length (ft) 185 200
Base Capacity (vph) 158 2709 2118 908 563
Redlands Regular Meeting of 03-05-2024 Page H-24 487 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.41 0.29 0.37 0.58 0.24
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 44.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 12.8 Intersection LOS: B
Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15
90th %ile Actuated Cycle: 59.3
70th %ile Actuated Cycle: 51.3
50th %ile Actuated Cycle: 48.1
30th %ile Actuated Cycle: 35.1
10th %ile Actuated Cycle: 29.9
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 7: Lugonia Ave & Citrus Plaza Dr
Redlands Regular Meeting of 03-05-2024 Page H-25 488 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 7: Lugonia Ave & Citrus Plaza Dr 01/13/2023
Synchro 11 Report
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 62 747 464 297 503 129
Future Volume (veh/h) 62 747 464 297 503 129
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1575 1772
Adj Flow Rate, veh/h 65 778 483 309 524 134
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 75 1721 699 446 686 354
Arrive On Green 0.05 0.51 0.35 0.35 0.24 0.24
Sat Flow, veh/h 1594 3455 2061 1257 2910 1502
Grp Volume(v), veh/h 65 778 412 380 524 134
Grp Sat Flow(s),veh/h/ln 1594 1683 1683 1546 1455 1502
Q Serve(g_s), s 1.8 6.4 9.2 9.2 7.4 3.3
Cycle Q Clear(g_c), s 1.8 6.4 9.2 9.2 7.4 3.3
Prop In Lane 1.00 0.81 1.00 1.00
Lane Grp Cap(c), veh/h 75 1721 597 548 686 354
V/C Ratio(X) 0.86 0.45 0.69 0.69 0.76 0.38
Avail Cap(c_a), veh/h 153 2738 1024 940 875 452
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 20.8 6.8 12.1 12.1 15.6 14.1
Incr Delay (d2), s/veh 23.8 0.2 1.4 1.6 3.0 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.1 1.4 2.7 2.5 2.3 2.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.6 7.0 13.5 13.7 18.7 14.7
LnGrp LOS D A B B B B
Approach Vol, veh/h 843 792 658
Approach Delay, s/veh 9.9 13.6 17.9
Approach LOS A B B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 28.7 15.2 6.9 21.9
Change Period (Y+Rc), s * 6.3 * 4.8 * 4.8 * 6.3
Max Green Setting (Gmax), s * 36 * 13 * 4.2 * 27
Max Q Clear Time (g_c+I1), s 8.4 9.4 3.8 11.2
Green Ext Time (p_c), s 5.5 1.0 0.0 4.3
Intersection Summary
HCM 6th Ctrl Delay 13.5
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page H-26 489 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 8: Lugonia Ave & Proj Drwy 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 1208 697 0 4 32
Future Volume (vph) 0 1208 697 0 4 32
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 0 100 0 0
Storage Lanes 0 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.91 0.95 1.00 1.00 1.00
Ped Bike Factor
Frt 0.879
Flt Protected 0.995
Satd. Flow (prot) 0 4818 3353 0 1543 0
Flt Permitted 0.995
Satd. Flow (perm) 0 4818 3353 0 1543 0
Link Speed (mph) 35 35 30
Link Distance (ft) 230 480 362
Travel Time (s) 4.5 9.4 8.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 0 1313 758 0 4 35
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 1313 758 0 39 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page H-27 490 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 8: Lugonia Ave & Proj Drwy 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 1208 697 0 4 32
Future Vol, veh/h 0 1208 697 0 4 32
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 1313 758 0 4 35
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 1283 379
Stage 1 - - - - 758 -
Stage 2 - - - - 525 -
Critical Hdwy - - - - 6.29 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 6.04 -
Follow-up Hdwy - - - - 3.67 3.32
Pot Cap-1 Maneuver 0 - - 0 187 619
Stage 1 0 - - 0 412 -
Stage 2 0 - - 0 525 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 187 619
Mov Cap-2 Maneuver - - - - 294 -
Stage 1 - - - - 412 -
Stage 2 - - - - 525 -
Approach EB WB SB
HCM Control Delay, s 0 0 12

HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1
Capacity (veh/h) - - 551
HCM Lane V/C Ratio - - 0.071
HCM Control Delay (s) - - 12
HCM Lane LOS - - B
HCM 95th %tile Q(veh) - - 0.2
Redlands Regular Meeting of 03-05-2024 Page H-28 491 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 110 940 162 40 496 21 169 7 58 8 5 32 Future Volume (vph) 110 940 162 40 496 21 169 7 58 8 5 32 Ideal Flow (vphpl) 1800 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 100 0 100 100 0 0 0 0
Storage Lanes 1 1 1 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.97
Frt 0.850 0.994 0.967 0.904
Flt Protected 0.950 0.950 0.965 0.991
Satd. Flow (prot) 1676 3353 1485 1568 3333 0 0 1647 0 0 1581 0 Flt Permitted 0.439 0.950 0.755 0.938
Satd. Flow (perm) 775 3353 1448 1568 3333 0 0 1288 0 0 1496 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 178 10 20 35
Link Speed (mph) 35 35 40 30
Link Distance (ft) 480 320 976 370
Travel Time (s) 9.4 6.2 16.6 8.4
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr)
Peak Hour Factor 0.92 0.91 0.91 0.91 0.91 0.92 0.91 0.92 0.91 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 3% 3% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 120 1033 178 44 545 23 186 8 64 9 5 35
Shared Lane Traffic (%)
Lane Group Flow (vph) 120 1033 178 44 568 0 0 258 0 0 49 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 1 2 1 2 1 2
Detector Template Left Thru Right Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 20 100 20 100 20 100
Trailing Detector (ft) 0 0 0 0 0 0 0 0 0
Turn Type Perm NA Perm Prot NA Perm NA Perm NA
Protected Phases 2 1 6 8 4
Permitted Phases 2 2 8 4
Detector Phase 2 2 2 1 6 8 8 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-29 492 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 15.0 15.0 15.0 10.0 15.0 5.0 5.0 15.0 15.0 Minimum Split (s) 23.3 23.3 23.3 15.0 23.3 22.5 22.5 22.5 22.5 Total Split (s) 41.0 41.0 41.0 15.0 56.0 24.0 24.0 24.0 24.0 Total Split (%) 51.3% 51.3% 51.3% 18.8% 70.0% 30.0% 30.0% 30.0% 30.0% Maximum Green (s) 35.7 35.7 35.7 10.0 50.7 19.5 19.5 19.5 19.5 Yellow Time (s) 4.3 4.3 4.3 4.0 4.3 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.3 5.3 5.3 5.0 5.3 4.5 4.5
Lead/Lag Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Recall Mode Min Min Min None Min None None None None
Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 8.0 8.0 8.0 11.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 2 2 2 0 0 0 0
Act Effct Green (s) 28.4 28.4 28.4 10.9 35.8 18.5 18.5
Actuated g/C Ratio 0.44 0.44 0.44 0.17 0.55 0.28 0.28
v/c Ratio 0.36 0.71 0.24 0.17 0.31 0.68 0.11
Control Delay 17.8 18.9 3.4 32.4 7.4 34.7 12.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.8 18.9 3.4 32.4 7.4 34.7 12.6

LOS B B A C A C B
Approach Delay 16.7 9.2 34.7 12.6
Approach LOS B A C B
90th %ile Green (s) 35.7 35.7 35.7 10.0 50.7 19.5 19.5 19.5 19.5 90th %ile Term Code Max Max Max Max Hold Max Max Hold Hold 70th %ile Green (s) 35.7 35.7 35.7 10.0 50.7 19.5 19.5 19.5 19.5 70th %ile Term Code Max Max Max Max Hold Max Max Hold Hold 50th %ile Green (s) 33.3 33.3 33.3 10.0 48.3 19.5 19.5 19.5 19.5 50th %ile Term Code Gap Gap Gap Max Hold Max Max Hold Hold 30th %ile Green (s) 21.6 21.6 21.6 0.0 21.6 15.0 15.0 15.0 15.0 30th %ile Term Code Gap Gap Gap Skip Hold Hold Hold Hold Hold 10th %ile Green (s) 16.4 16.4 16.4 0.0 16.4 15.0 15.0 15.0 15.0 10th %ile Term Code Gap Gap Gap Skip Hold Hold Hold Hold Hold Stops (vph) 68 692 17 36 222 171 17
Fuel Used(gal) 1 12 1 1 4 5 0
CO Emissions (g/hr) 90 844 56 44 254 342 24
NOx Emissions (g/hr) 18 164 11 9 49 67 5
VOC Emissions (g/hr) 21 196 13 10 59 79 5
Dilemma Vehicles (#) 0 61 0 0 29 15 0
Queue Length 50th (ft) 38 209 0 19 57 107 5
Queue Length 95th (ft) 80 278 33 50 81 #234 31
Internal Link Dist (ft) 400 240 896 290
Turn Bay Length (ft) 100 100
Base Capacity (vph) 463 2004 937 262 2615 434 512
Redlands Regular Meeting of 03-05-2024 Page H-30 493 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.26 0.52 0.19 0.17 0.22 0.59 0.10
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 65
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.71
Intersection Signal Delay: 16.6 Intersection LOS: B
Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15
90th %ile Actuated Cycle: 80
70th %ile Actuated Cycle: 80
50th %ile Actuated Cycle: 77.6
30th %ile Actuated Cycle: 46.4
10th %ile Actuated Cycle: 41.2
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 9: New York St/Proj Drwy & Lugonia Ave Redlands Regular Meeting of 03-05-2024 Page H-31 494 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 9: New York St/Proj Drwy & Lugonia Ave 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 940 162 40 496 21 169 7 58 8 5 32 Future Volume (veh/h) 110 940 162 40 496 21 169 7 58 8 5 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1772 1772 1758 1660 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 120 1033 178 44 545 23 186 8 64 9 5 35 Peak Hour Factor 0.92 0.91 0.91 0.91 0.91 0.92 0.91 0.92 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 3 3 2 2 2 2 2 2 2 2
Cap, veh/h 477 1431 632 136 1953 82 345 22 88 108 72 277 Arrive On Green 0.42 0.42 0.42 0.09 0.59 0.59 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 843 3367 1486 1581 3292 139 992 90 357 156 295 1128 Grp Volume(v), veh/h 120 1033 178 44 278 290 258 0 0 49 0 0 Grp Sat Flow(s),veh/h/ln 843 1683 1486 1581 1683 1747 1438 0 0 1580 0 0 Q Serve(g_s), s 5.8 15.5 4.8 1.6 4.9 4.9 8.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.8 15.5 4.8 1.6 4.9 4.9 9.9 0.0 0.0 1.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.08 0.72 0.25 0.18 0.71
Lane Grp Cap(c), veh/h 477 1431 632 136 999 1037 455 0 0 458 0 0 V/C Ratio(X) 0.25 0.72 0.28 0.32 0.28 0.28 0.57 0.00 0.00 0.11 0.00 0.00 Avail Cap(c_a), veh/h 614 1977 873 260 1404 1457 561 0 0 570 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 11.7 14.5 11.4 26.1 6.0 6.0 20.9 0.0 0.0 17.9 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.8 0.2 1.4 0.2 0.1 1.1 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 5.1 1.4 0.6 1.3 1.4 3.1 0.0 0.0 0.5 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.0 15.3 11.7 27.5 6.2 6.2 22.0 0.0 0.0 18.0 0.0 0.0 LnGrp LOS B B B C A A C A A B A A
Approach Vol, veh/h 1331 612 258 49
Approach Delay, s/veh 14.5 7.7 22.0 18.0
Approach LOS B A C B
Timer - Assigned Phs 1 2 4 6 8
Phs Duration (G+Y+Rc), s 10.2 31.1 19.4 41.4 19.4
Change Period (Y+Rc), s 5.0 5.3 4.5 5.3 4.5
Max Green Setting (Gmax), s 10.0 35.7 19.5 50.7 19.5
Max Q Clear Time (g_c+I1), s 3.6 17.5 3.5 6.9 11.9
Green Ext Time (p_c), s 0.0 8.4 0.2 3.7 0.8
Intersection Summary
HCM 6th Ctrl Delay 13.6
HCM 6th LOS B
Redlands Regular Meeting of 03-05-2024 Page H-32 495 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 10: Lugonia Ave & Karon St 01/13/2023
Synchro 11 Report
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 67 939 538 9 4 19
Future Volume (vph) 67 939 538 9 4 19
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800
Lane Width (ft) 12 12 12 12 12 12
Grade (%) 0% 0% 0%
Storage Length (ft) 90 0 0 0
Storage Lanes 1 0 1 0
Taper Length (ft) 50 50
Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.998 0.887
Flt Protected 0.950 0.992
Satd. Flow (prot) 1583 3353 1761 0 1553 0
Flt Permitted 0.950 0.992
Satd. Flow (perm) 1583 3353 1761 0 1553 0
Link Speed (mph) 35 35 30
Link Distance (ft) 320 550 1320
Travel Time (s) 6.2 10.7 30.0
Confl. Peds. (#/hr) 1 1
Confl. Bikes (#/hr)
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Growth Factor 100% 100% 100% 100% 100% 100%
Heavy Vehicles (%) 2% 2% 2% 2% 2% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0%
Adj. Flow (vph) 72 1010 578 10 4 20
Shared Lane Traffic (%)
Lane Group Flow (vph) 72 1010 588 0 24 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.07 1.07 1.07
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 47.9% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page H-33 496 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 10: Lugonia Ave & Karon St 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 67 939 538 9 4 19
Future Vol, veh/h 67 939 538 9 4 19
Conflicting Peds, #/hr 1 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 90 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 72 1010 578 10 4 20
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 589 0 - 0 1233 584
Stage 1 - - - - 584 -
Stage 2 - - - - 649 -
Critical Hdwy 4.13 - - - 6.63 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.83 -
Follow-up Hdwy 2.219 - - - 3.519 3.319
Pot Cap-1 Maneuver 984 - - - 182 511
Stage 1 - - - - 556 -
Stage 2 - - - - 483 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 983 - - - 168 511
Mov Cap-2 Maneuver - - - - 168 -
Stage 1 - - - - 515 -
Stage 2 - - - - 483 -
Approach EB WB SB
HCM Control Delay, s 0.6 0 15.2

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 983 - - - 377
HCM Lane V/C Ratio 0.073 - - - 0.066
HCM Control Delay (s) 9 - - - 15.2
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0.2 - - - 0.2
Redlands Regular Meeting of 03-05-2024 Page H-34 497 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 11: Karon St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 24 3 14 11 2 2 14 31 2 4 3
Future Volume (vph) 0 24 3 14 11 2 2 14 31 2 4 3
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.985 0.988 0.911 0.955
Flt Protected 0.975 0.998 0.988
Satd. Flow (prot) 0 1738 0 0 1710 0 0 1620 0 0 1676 0
Flt Permitted 0.975 0.998 0.988
Satd. Flow (perm) 0 1738 0 0 1710 0 0 1620 0 0 1676 0
Link Speed (mph) 30 30 30 30
Link Distance (ft) 1715 965 1320 300
Travel Time (s) 39.0 21.9 30.0 6.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 1% 2% 1% 2% 1% 1% 1% 1% 2%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 0 31 4 18 14 3 3 18 40 3 5 4
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 35 0 0 35 0 0 61 0 0 12 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 18.2% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page H-35 498 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 11: Karon St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 24 3 14 11 2 2 14 31 2 4 3
Future Vol, veh/h 0 24 3 14 11 2 2 14 31 2 4 3
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 2 2 2 1 2 1 2 1 1 1 1 2
Mvmt Flow 0 31 4 18 14 3 3 18 40 3 5 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 17 0 0 35 0 0 89 86 33 114 87 16
Stage 1 - - - - - - 33 33 - 52 52 -
Stage 2 - - - - - - 56 53 - 62 35 -
Critical Hdwy 4.12 - - 4.11 - - 7.12 6.51 6.21 7.11 6.51 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.51 - 6.11 5.51 - Critical Hdwy Stg 2 - - - - - - 6.12 5.51 - 6.11 5.51 - Follow-up Hdwy 2.218 - - 2.209 - - 3.518 4.009 3.309 3.509 4.009 3.318 Pot Cap-1 Maneuver 1600 - - 1583 - - 896 806 1043 865 805 1063 Stage 1 - - - - - - 983 870 - 963 854 -
Stage 2 - - - - - - 956 853 - 952 868 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1600 - - 1583 - - 881 797 1043 811 796 1063 Mov Cap-2 Maneuver - - - - - - 881 797 - 811 796 -
Stage 1 - - - - - - 983 870 - 963 845 -
Stage 2 - - - - - - 936 844 - 896 868 -
Approach EB WB NB SB
HCM Control Delay, s 0 3.8 9.1 9.2

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 948 1600 - - 1583 - - 873
HCM Lane V/C Ratio 0.064 - - - 0.011 - - 0.013
HCM Control Delay (s) 9.1 0 - - 7.3 0 - 9.2
HCM Lane LOS A A - - A A - A
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0
Redlands Regular Meeting of 03-05-2024 Page H-36 499 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 12: Texas St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 17 39 13 68 16 24 9 269 89 26 190 18 Future Volume (vph) 17 39 13 68 16 24 9 269 89 26 190 18 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 0 0 0 0 0 0 0 0
Storage Lanes 0 0 0 0 0 0 0 0
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.974 0.970 0.967 0.990
Flt Protected 0.988 0.969 0.999 0.995
Satd. Flow (prot) 0 1684 0 0 1675 0 0 1720 0 0 1756 0
Flt Permitted 0.988 0.969 0.999 0.995
Satd. Flow (perm) 0 1684 0 0 1675 0 0 1720 0 0 1756 0
Link Speed (mph) 30 30 40 40
Link Distance (ft) 965 361 1334 655
Travel Time (s) 21.9 8.2 22.7 11.2
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 3% 5% 1% 1% 1% 6% 1% 1% 1% 1% 1%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 18 41 14 72 17 25 9 283 94 27 200 19
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 73 0 0 114 0 0 386 0 0 246 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 45.5% ICU Level of Service A Analysis Period (min) 15
Redlands Regular Meeting of 03-05-2024 Page H-37 500 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 12: Texas St & Pennsylvania Ave 01/13/2023
Synchro 11 Report
Intersection
Intersection Delay, s/veh 11.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 17 39 13 68 16 24 9 269 89 26 190 18 Future Vol, veh/h 17 39 13 68 16 24 9 269 89 26 190 18
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 1 3 5 1 1 1 6 1 1 1 1 1
Mvmt Flow 18 41 14 72 17 25 9 283 94 27 200 19
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9.3 9.8 12.4 10.4

HCM LOS A A B B

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 2% 25% 63% 11%
Vol Thru, % 73% 57% 15% 81%
Vol Right, % 24% 19% 22% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 367 69 108 234
LT Vol 9 17 68 26
Through Vol 269 39 16 190
RT Vol 89 13 24 18
Lane Flow Rate 386 73 114 246
Geometry Grp 1 1 1 1
Degree of Util (X) 0.5 0.113 0.176 0.331
Departure Headway (Hd) 4.658 5.601 5.575 4.843
Convergence, Y/N Yes Yes Yes Yes
Cap 765 644 647 734
Service Time 2.737 3.605 3.577 2.935
HCM Lane V/C Ratio 0.505 0.113 0.176 0.335
HCM Control Delay 12.4 9.3 9.8 10.4
HCM Lane LOS B A A B
HCM 95th-tile Q 2.8 0.4 0.6 1.4
Redlands Regular Meeting of 03-05-2024 Page H-38 501 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 72 778 93 86 400 14 105 259 143 20 222 40 Future Volume (vph) 72 778 93 86 400 14 105 259 143 20 222 40 Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12
Grade (%) 0% 0% 0% 0%
Storage Length (ft) 105 0 100 0 0 50 0 50
Storage Lanes 1 0 1 0 0 1 0 1
Taper Length (ft) 50 50 50 50
Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.984 0.995 0.850 0.850
Flt Protected 0.950 0.950 0.986 0.996
Satd. Flow (prot) 1599 3332 0 1583 3337 0 0 1757 1515 0 1775 1515 Flt Permitted 0.950 0.950 0.778 0.954
Satd. Flow (perm) 1599 3332 0 1583 3337 0 0 1387 1515 0 1700 1515 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 16 4 78 78
Link Speed (mph) 35 35 40 40
Link Distance (ft) 426 523 671 1334
Travel Time (s) 8.3 10.2 11.4 22.7
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 2% 2% 1% 1% 1% 1% 1% 1% 1%
Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr)
Mid-Block Traffic (%) 0% 0% 0% 0%
Adj. Flow (vph) 76 819 98 91 421 15 111 273 151 21 234 42 Shared Lane Traffic (%)
Lane Group Flow (vph) 76 917 0 91 436 0 0 384 151 0 255 42 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane
Headway Factor 1.15 1.07 1.07 1.15 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 Turning Speed (mph) 15 9 15 9 15 9 15 9
Number of Detectors 1 2 1 2 1 2 1 1 2 1
Detector Template Left Thru Left Thru Left Thru Right Left Thru Right Leading Detector (ft) 20 100 20 100 20 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 8 8 8 4 4 4
Switch Phase
Redlands Regular Meeting of 03-05-2024 Page H-39 502 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.7 31.7 9.7 31.7 31.7 31.7 31.7 31.7 31.7 31.7 Total Split (s) 14.7 37.0 14.0 36.3 39.0 39.0 39.0 39.0 39.0 39.0 Total Split (%) 16.3% 41.1% 15.6% 40.3% 43.3% 43.3% 43.3% 43.3% 43.3% 43.3% Maximum Green (s) 10.0 32.3 9.3 31.6 34.3 34.3 34.3 34.3 34.3 34.3 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.7
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Mode None Min None Min None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Flash Dont Walk (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0
Act Effct Green (s) 8.8 26.3 8.8 26.2 26.2 26.2 26.2 26.2 Actuated g/C Ratio 0.12 0.36 0.12 0.36 0.36 0.36 0.36 0.36 v/c Ratio 0.39 0.76 0.47 0.36 0.77 0.25 0.42 0.07
Control Delay 42.3 26.7 45.5 20.2 34.7 11.4 22.0 1.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 42.3 26.7 45.5 20.2 34.7 11.4 22.0 1.6

LOS D C D C C B C A
Approach Delay 27.9 24.5 28.1 19.1
Approach LOS C C C B
90th %ile Green (s) 10.0 32.3 9.3 31.6 34.3 34.3 34.3 34.3 34.3 34.3 90th %ile Term Code Max Max Max Hold Max Max Max Hold Hold Hold 70th %ile Green (s) 10.0 32.3 9.3 31.6 34.3 34.3 34.3 34.3 34.3 34.3 70th %ile Term Code Max Max Max Hold Max Max Max Hold Hold Hold 50th %ile Green (s) 9.3 29.3 9.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 50th %ile Term Code Gap Gap Max Hold Gap Gap Gap Hold Hold Hold 30th %ile Green (s) 7.5 23.1 8.1 23.7 21.8 21.8 21.8 21.8 21.8 21.8 30th %ile Term Code Gap Gap Gap Hold Gap Gap Gap Hold Hold Hold 10th %ile Green (s) 0.0 13.7 0.0 13.7 12.5 12.5 12.5 12.5 12.5 12.5 10th %ile Term Code Skip Gap Skip Hold Gap Gap Gap Hold Hold Hold Stops (vph) 64 700 75 276 298 48 164 2
Fuel Used(gal) 2 16 2 5 7 1 5 0
CO Emissions (g/hr) 112 1128 118 373 501 102 342 28
NOx Emissions (g/hr) 22 219 23 73 97 20 66 5
VOC Emissions (g/hr) 26 261 27 86 116 24 79 6
Dilemma Vehicles (#) 0 51 0 20 21 0 12 0
Queue Length 50th (ft) 37 212 45 84 172 25 97 0
Queue Length 95th (ft) 85 308 #107 135 #296 68 168 7
Internal Link Dist (ft) 346 443 591 1254
Turn Bay Length (ft) 105 100 50 50
Base Capacity (vph) 247 1674 227 1634 736 841 902 841
Redlands Regular Meeting of 03-05-2024 Page H-40 503 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.31 0.55 0.40 0.27 0.52 0.18 0.28 0.05 Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 72.9
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 26.1 Intersection LOS: C
Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15
90th %ile Actuated Cycle: 90
70th %ile Actuated Cycle: 90
50th %ile Actuated Cycle: 82
30th %ile Actuated Cycle: 67.1
10th %ile Actuated Cycle: 35.6
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Splits and Phases: 13: Texas St & Lugonia Ave
Redlands Regular Meeting of 03-05-2024 Page H-41 504 of 967 Neighborhoods at Lugonia Village Existing + Project PM (Scenario B) 13: Texas St & Lugonia Ave 01/13/2023
Synchro 11 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 778 93 86 400 14 105 259 143 20 222 40 Future Volume (veh/h) 72 778 93 86 400 14 105 259 143 20 222 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1687 1786 1786 1673 1772 1786 1786 1786 1786 1786 1786 1786 Adj Flow Rate, veh/h 76 819 98 91 421 15 111 273 151 21 234 42 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 1 1 2 2 1 1 1 1 1 1 1
Cap, veh/h 95 991 119 113 1116 40 58 97 648 49 383 648
Arrive On Green 0.06 0.32 0.32 0.07 0.34 0.34 0.43 0.43 0.43 0.43 0.43 0.43 Sat Flow, veh/h 1606 3052 365 1594 3316 118 0 227 1514 0 895 1514 Grp Volume(v), veh/h 76 455 462 91 213 223 384 0 151 255 0 42 Grp Sat Flow(s),veh/h/ln 1606 1697 1720 1594 1683 1751 227 0 1514 895 0 1514 Q Serve(g_s), s 3.7 19.8 19.8 4.5 7.7 7.7 0.0 0.0 5.1 0.0 0.0 1.3 Cycle Q Clear(g_c), s 3.7 19.8 19.8 4.5 7.7 7.7 34.3 0.0 5.1 34.3 0.0 1.3 Prop In Lane 1.00 0.21 1.00 0.07 0.29 1.00 0.08 1.00
Lane Grp Cap(c), veh/h 95 551 558 113 567 589 155 0 648 432 0 648 V/C Ratio(X) 0.80 0.83 0.83 0.80 0.38 0.38 2.48 0.00 0.23 0.59 0.00 0.06 Avail Cap(c_a), veh/h 201 684 694 185 664 691 155 0 648 432 0 648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.2 25.0 25.0 36.7 20.2 20.2 19.9 0.0 14.5 18.3 0.0 13.5 Incr Delay (d2), s/veh 14.4 6.8 6.7 12.4 0.4 0.4 683.6 0.0 0.2 2.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 8.5 8.6 2.1 2.9 3.0 31.0 0.0 1.6 3.2 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.6 31.8 31.7 49.1 20.6 20.6 703.5 0.0 14.7 20.5 0.0 13.5 LnGrp LOS D C C D C C F A B C A B
Approach Vol, veh/h 993 527 535 297
Approach Delay, s/veh 33.3 25.5 509.1 19.5
Approach LOS C C F B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.4 30.7 39.0 9.4 31.7 39.0
Change Period (Y+Rc), s * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 * 4.7 Max Green Setting (Gmax), s * 9.3 * 32 * 34 * 10 * 32 * 34 Max Q Clear Time (g_c+I1), s 6.5 21.8 36.3 5.7 9.7 36.3 Green Ext Time (p_c), s 0.0 4.2 0.0 0.0 2.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 138.0
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Redlands Regular Meeting of 03-05-2024 Page H-42 505 of 967 POOL
BLDG
1 1
1 1
1 1
1 1 1
1 1
1 1
1 2 2
2 1
BBQ
SPA
B3X
B4
B2XB B2XA B1X
B1B1 B4
B3
B1 B4 B4 B2A B4 B1
B4 B4 B2BB4 B4 B4 B1
B3
B2XB B2XB B2XA B2XB
B2B
B2A B2A B4
B3X
B2XA B1X
B4 B1
1 NOT FOR CONSTRUCTION
TENTATIVE PARCEL MAP No. 20469
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 21, T.1S., R.3W., S.B.M. FOR CONDOMINIUM PURPOSES Redlands Regular Meeting of 03-05-2024 506 of 967
1 1
1 1
1 1
1 1
2 B4 B1
B4 B2BB4 B4 B1
B3
B2XB B2XA B2XB
B2B
B2A B4
B3X
B2XA B1X
B4 B1
1 TENTATIVE TRACT MAP No. 20490
BEING A SUBDIVISION OF PARCEL MAP NO. 20469 AS PER MAP FILED

NOT FOR CONSTRUCTION

IN BOOK , PAGES TO , RECORDS OF SAN BERNARDINO COUNTY
Redlands Regular Meeting of 03-05-2024 507 of 967
POOL
BLDG
1 1
1 1
1 1
1 1 1
1 1
1 1
1 2 2
2 1
BBQ
SPA
B3X
B4
B1X B2XB B2XA
B1
B1 B4
B3
B1 B4 B4 B2A B4 B1
B4 B4 B2B
B4 B4 B4 B1
B3
B2XB B2XB B2XA B2XB
B2B
B2A B2A B4
B3X
B2XA B1X
B4 B1
1 TENTATIVE TRACT MAP No. 20491
for CONDOMINIUM PURPOSES

NOT FOR CONSTRUCTION
BEING A SUBDIVISION OF PARCEL MAP NO. 20469 AS PER MAP FILED

IN BOOK , PAGES TO , RECORDS OF SAN BERNARDINO COUNTY
Redlands Regular Meeting of 03-05-2024 508 of 967
55'-0" 120'-0"
48'-3"
60'-0" 25'-0" 25'-0"
10'-0" 10'-0"
6'-9" 5'-0"
setback
setback setback setback
10'-9" 21'-1" 14'-2" 9'-0"
40'-3" 4'-0"
1/8'=1'-0"

SITE PLAN
LOT SIZE - 7,200sf
DIM. - 60'X 120'
UNIT "A-1"- STREET VIEW
UNIT "A-1"- TOP STREET VIEW
SF-1.0

SINGLE FAMILY
TYPE - "A-1"
PROPOSED:

BLDG. TYPE "A-1"

SINGLE FAMILY
TYPE - "A-1"
1520 SF
2 CAR
GARAGE
420 SF

DRIVEWAY
PATIO

LANDSCAPE

LANDSCAPE
P.L.

KARON ST.
3 BR & 2.5 BATHS
TYPE: - 3br & 3.5bath
SQ. FOOTAGE: - 1,520sf
PARKING: - 2 car garage
SQ.FOOTAGE: - 420sf
BUILT AREA: - 1,940sf
PATIOS: - 630sf
DRIVE WAY - 516sf
LOT COVERAGE:
including:
- residence - 1520sf
- 2 car garage - 420sf
- covered patio - 210sf
total covered area - 2,150sf (29.8%)
HEIGHT: - 18'- 4"
Redlands Regular Meeting of 03-05-2024 509 of 967
57'-9" 62'-7"
46'-1112" 20'-5" 18'-1" 19'-2" 25'-3" 37'-4"
15'-0" 6'-9"
11'-0"
6'-6" 20'-7" 14'-6" 14'-2" 13'-9" 49'-3"
21'-1" 5'-0" 14'-2" 8'-9" 9'-512" 22'-4" 32'-9" 55'-1"
40'-3"
4'-0" 10'-5" 5'-3" 5'-5" 10'-4"
11'-7" 8'-11"
7'-3" 16'-8" 21'-10"
9'-0"
45'-9"
3/16'=1'-0" 3/16'=1'-0" SINGLE FAMILY
TYPE - "A-1"
SF-1.1
3 BR & 2.5 BATHS
MATERIAL LEGEND 12 CONCRETE INTERLOCKING PAVERS 3456

VINYL FENCE

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

CMU SPLIT FACE WALL
11 12

WOOD TRELLIS
REDWOOD - PAINTED 9
10 ASPHALT SHINGLES BY "IKO" 78
COMPOSITE WOOD DECK - BY "TREX"

STAMPED CONCRETE

GRASS CRETE

WOOD RAILING - PAINTED

PRECAST CONCRETE PAVERS

METAL DOOR - PAINTED
13 WOOD PLANKS SCREEN WALL 9
10 1 1 1 6 12
13 12 7 5 2 4
WALL

STRUCTURE ABOVE

PROPERTY LINE

SETBACK LINE
LEGEND

ROOF PLAN FLOOR PLAN
Redlands Regular Meeting of 03-05-2024 510 of 967
+18'-4"
+12'-0"
+18'-4"
+12'-0"
+16'-9"
+9'-3'
+18'-4"
+12'-0"
+18'-4" +16'-9"
top of roof
+9'-3'
+12'-0"
UNIT "A-1"- STREET ELEVATION
3/16'=1'-0"
UNIT "A-1"- LEFT SIDE ELEVATION
3/16'=1'-0"
UNIT "A-1"- BACK ELEVATION
3/16'=1'-0" 3/16'=1'-0"
UNIT "A-1"- RIGHT SIDE ELEVATION

KEY NOTES
"BRICK VENEER" "ALASKA SUNSET"

FLAT CONCRETE TILE ASPHALT SHINGLES
WOOD SIDING "HARDY" PLANKS
UNIT "A-1"- STREET ELEVATION - COLORED
3/16'=1'-0"
UNIT "A-1"- LEFT SIDE ELEVATION - COLORED
3/16'=1'-0"
UNIT "A-1"- BACK ELEVATION - COLORED
UNIT "A-1"- RIGHT SIDE ELEVATION - COLORED

MATERIAL LEGEND
1 EXTERIOR CEMENT PLASTER 1 - SAND

FINISH COLOR BY LA HABRA
"FALLBROOK"
2 EXTERIOR CEMENT PLASTER 2 - SAND
FINISH BY LA HABRA "CORAL GABLES"
3 EXTERIOR CEMENT PLASTER 2 - SAND FINISH
BY LA HABRA - "SILVERADO"
4 WINDOWS - PER WINDOW SCHEDULE
BY ANDERSEN(OR EQ.)COLONIAL STYLE -
"COCOA BEAN"
5 SOLID WOOD DOOR TREATED OR

PAINTED
6 STONE VENEER - "ALASKA SUNSET"

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

WOOD - GARAGE DOOR
"HARDY" PLANKS
11 TRIM
12 METAL CLADDING PAINTED - BY
BENJAMIN MOOR"WORTH IRON" BLACK
13 WOOD FACIA - PAINTED

ARTIFICIAL WOOD SIDING
BY "NEWTECKWOOD"

WOOD TRELLIS

TREATED MAHOGANY- CLEAR
9 10
14 ASPHALT SHINGLES BY "IKO"
16 7 BRICK VENEER
8 15
17 WOOD COLUMN TREATED OR PAINTED
2 5 9 1 11 12 9 2 13 3 2 8 3 2 13 9 13 9 3 17 1
2 1 2 13 9 11 12 8 3 8 3 15 9 14 9 3 2 4
3/16'=1'-0"
3/16'=1'-0"
17 3 3
11 12
4 11 12
8 3 2 13 9 13 9 3 17 1
2 5 9 1 11 12 9 2 13 3 2
11 12
8 3 15 9 14 9 3 2 4
17 2 1 3 2 13 9 11 12 3 8 3
4 11 12

SINGLE FAMILY
TYPE - "A-1"
SF-1.2
3 BR & 2.5 BATHS
Redlands Regular Meeting of 03-05-2024 511 of 967
55'-0" 120'-0"
46'-3"
60'-0" 25'-0" 25'-0"
10'-0" 10'-3"
5'-0" 8'-9"
11'-0"
14'-2" 21'-1"
8'-9" 40'-3" 4'-0"
UNIT "A-2"- STREET VIEW
UNIT "A-2"- TOP STREET VIEW
SF-2.0
LOT SIZE - 7,200sf
DIM. - 60'X 120'

SINGLE FAMILY
TYPE - "A-2"
PROPOSED:

BLDG. TYPE "A-2"
3 BR & 2.5 BATHS

SINGLE FAMILY
TYPE - "A-2"
1520 SF
2 CAR
GARAGE
420 SF
KARON ST.

PATIO

DRIVEWAY

LANDSCAPE
3 BR & 2.5 BATHS
1/8'=1'-0"

SITE PLAN
TYPE: - 3br & 3.5bath
SQ. FOOTAGE: - 1,520sf
PARKING: - 2 car garage
SQ.FOOTAGE: - 420sf
BUILT AREA: - 1,940sf
PATIOS: - 670sf
PORCH - 70sf
DRIVE WAY - 516sf
LOT COVERAGE:
including:
- residence - 1520sf
- 2 car garage - 420sf
- covered patio - 230sf
total covered area - 2,170sf (30%)
HEIGHT: - 19'- 3"
Redlands Regular Meeting of 03-05-2024 512 of 967
5'-0" 20'-112" 18'-9" 26'-712" 65'-6" 7'-5" 27'-6" 32'-3" 67'-3" 41'-3"
49'-9"
11'-0" 20'-7" 14'-6" 14'-2" 13'-3" 49'-3"8'-9" 14'-2" 5'-0" 21'-1" 9'-0" 22'-4" 32'-9" 55'-1" 40'-3"
6'-6" 21'-10" 16'-7" 7'-3"
45'-9"
9'-0" 6'-0"
SF-2.1

SINGLE FAMILY
TYPE - "A-2"
3 BR & 2.5 BATHS
MATERIAL LEGEND 12 CONCRETE INTERLOCKING PAVERS 3456

VINYL FENCE

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

CMU SPLIT FACE WALL
11 12

WOOD TRELLIS
TREATED MAHOGANY- CLEAR 9
10 ASPHALT SHINGLES BY "IKO" 78
COMPOSITE WOOD DECK - BY "TREX"

STAMPED CONCRETE
GRASS CRETE 7 1 1

WOOD RAILING
PRECAST CONCRETE PAVERS 4 2 8 6 6

METAL DOOR - PAINTED
12 12
11 5
13 WOOD PLANKS SCREEN WALL
WALL

STRUCTURE ABOVE

PROPERTY LINE

SETBACK LINE
LEGEND
3/16'=1'-0" 3/16'=1'-0"

ROOF PLAN FLOOR PLAN
Redlands Regular Meeting of 03-05-2024 513 of 967
+19'-3"
+10'-3"
+19'-3"
+12'-0"
+18'-4"
+12'-0"
+19'-3"
+9'-3"
+19'-3"
+12'-0"
UNIT "A-2"- STREET ELEVATION
3/16'=1'-0"
UNIT "A-2"- LEFT SIDE ELEVATION
3/16'=1'-0"
UNIT "A-2"- BACK ELEVATION
3/16'=1'-0" 3/16'=1'-0"
UNIT "A-2"- RIGHT SIDE ELEVATION

MATERIAL LEGEND
1 EXTERIOR CEMENT PLASTER 1 - SAND

PAINTED
6 STONE VENEER - "ALASKA SUNSET"

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

WOOD - GARAGE DOOR
"HARDY" PLANKS
11 TRIM
12 METAL CLADDING PAINTED - BY
BENJAMIN MOOR"WORTH IRON" BLACK
13 WOOD FACIA - PAINTED

KEY NOTES

ARTIFICIAL WOOD SIDING
BY "NEWTECKWOOD"

WOOD TRELLIS

TREATED MAHOGANY- CLEAR
9 10
14 ASPHALT SHINGLES BY "IKO"
16 "BRICK VENEER" "ALASKA SUNSET"
7 BRICK VENEER

FLAT CONCRETE TILE ASPHALT SHINGLES
WOOD SIDING "HARDY" PLANKS
8 15
UNIT "A-2"- STREET ELEVATION - COLORED
3/16'=1'-0"
UNIT "A-2"- LEFT SIDE ELEVATION - COLORED
3/16'=1'-0"
UNIT "A-2"- RIGHT SIDE ELEVATION - COLORED UNIT "A-2"- BACK ELEVATION - COLORED 5 9 1 12 13 1 3 17 3 9 12 13 9 13 5 3 8
17 WOOD COLUMN TREATED OR PAINTED
16 5 1
17 5 3 9 12 13 8 5 1 3 17 1 16 9 12 13 9 13 5 1
16 9 1 12 13 1 5 3 1 17 3 9 12 13 9 13 5 3 8
3/16'=1'-0"
17 3 9 12 13 8 5 1 3 17 1 16 9 12 13 9 13 5 1
3 3 5
SF-2.2

SINGLE FAMILY
TYPE - "A-2"
3 BR & 2.5 BATHS
Redlands Regular Meeting of 03-05-2024 514 of 967
55'-0"120'-0"
45'-9"
60'-0" 25'-0" 25'-0"
10'-0" 12'-8"
8'-0"
5'-0"
10'-9" 21'-1" 14'-2" 9'-0"
40'-3" 4'-0"
UNIT "A-3"- STREET VIEW
UNIT "B"- TOP STREET VIEW
LOT SIZE - 7,200sf
DIM. - 60'X 120'
SF-3.0

SINGLE FAMILY
TYPE - "A-3"
PROPOSED:

BLDG. TYPE "A-3"
3 BR & 2.5 BATHS
1/8'=1'-0"

SINGLE FAMILY
TYPE - "A-3"
1590 SF
2 CAR
GARAGE
420 SF

DRIVEWAY
PATIO

LANDSCAPE

LANDSCAPE
P.L.

KARON ST.

SITE PLAN
TYPE: - 3br & 3.5bath
SQ. FOOTAGE: - 1,590sf
PARKING: - 2 car garage
SQ.FOOTAGE: - 420sf
BUILT AREA: - 2,010sf
PATIOS: - 530sf
DRIVE WAY - 516sf
LOT COVERAGE:
including:
- residence - 1590sf
- 2 car garage - 420sf
- covered patio - 110sf
total covered area - 2,120sf (29.4%)
HEIGHT: - 18'- 3"
Redlands Regular Meeting of 03-05-2024 515 of 967
11'-0"
6'-6" 20'-7" 14'-6" 14'-2" 17'-112" 49'-3"
21'-1" 5'-0" 14'-2" 8'-9" 12'-10" 22'-4" 32'-9" 55'-1"
40'-3"
4'-0" 10'-5" 5'-3" 5'-5" 10'-4"
11'-7" 8'-11"
7'-3" 16'-8" 21'-10"
9'-0"
45'-9" 58'-412" 59'-5"
44'-1112"
47'-212" 21'-4" 18'-3" 18'-912" 22'-4" 37'-0"
24'-9"
SF-3.1

SINGLE FAMILY
TYPE - "A-3"
3 BR & 2.5 BATHS
MATERIAL LEGEND 12 CONCRETE INTERLOCKING PAVERS 3456

VINYL FENCE

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

CMU SPLIT FACE WALL
11 12

WOOD TRELLIS
TREATED MAHOGANY- CLEAR 9
10 ASPHALT SHINGLES BY "IKO" 78
COMPOSITE WOOD DECK - BY "TREX"

STAMPED CONCRETE

GRASS CRETE

WOOD RAILING

PRECAST CONCRETE PAVERS
METAL DOOR - PAINTED 7 1 6 12 116 12
13 WOOD PLANKS SCREEN WALL 2 5 9
WALL

STRUCTURE ABOVE

PROPERTY LINE

SETBACK LINE
LEGEND
3/16'=1'-0" 3/16'=1'-0"

ROOF PLAN FLOOR PLAN
Redlands Regular Meeting of 03-05-2024 516 of 967
+14'-6"
+9'-3"
+18'-4"
+12'-0"
+14'-6"
+9'-3"
+18'-4"
+12'-0"
+18'-4"
+12'-0"
+18'-4"
+12'-0"
UNIT "A-3"- STREET ELEVATION
3/16'=1'-0"
UNIT "A-3"- LEFT SIDE ELEVATION
3/16'=1'-0"
UNIT "A-3"- BACK ELEVATION
3/16'=1'-0" 3/16'=1'-0"
UNIT "A-3"- RIGHT SIDE ELEVATION
UNIT "A-3"- STREET ELEVATION - COLORED
3/16'=1'-0"
UNIT "A-3"- LEFT SIDE ELEVATION - COLORED
3/16'=1'-0"
UNIT "A-3"- RIGHT SIDE ELEVATION - COLORED UNIT "A-3"- BACK ELEVATION - COLORED 3/16'=1'-0" 3/16'=1'-0"
4 9 12 1 9 13 1 4 8 4 1 9 12 13 1 16 8
16 12 1 13 9 4 1 4 8 1 4 15 12 9 14 13 1 9 8
4 9 12 1 9 13 1 4 8 4 1 9 12 13 1 16 8
16 12 1 13 9 4 1 4 8 1 4 15 12 9 14 13 1 9 8

MATERIAL LEGEND
1 EXTERIOR CEMENT PLASTER 1 - SAND

PAINTED
6 STONE VENEER - "ALASKA SUNSET"

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

WOOD - GARAGE DOOR
"HARDY" PLANKS
11 TRIM
12 METAL CLADDING PAINTED - BY
BENJAMIN MOOR"WORTH IRON" BLACK
13 WOOD FACIA - PAINTED

KEY NOTES

ARTIFICIAL WOOD SIDING
BY "NEWTECKWOOD"

WOOD TRELLIS

TREATED MAHOGANY- CLEAR
9 10
14 ASPHALT SHINGLES BY "IKO"
16 "BRICK VENEER" "ALASKA SUNSET"
7 BRICK VENEER

FLAT CONCRETE TILE ASPHALT SHINGLES
WOOD SIDING "HARDY" PLANKS
8 15
17 WOOD COLUMN TREATED OR PAINTED
SF-3.2

SINGLE FAMILY
TYPE - "A-3"
3 BR & 2.5 BATHS
Redlands Regular Meeting of 03-05-2024 517 of 967
5'-0" 25'-0" 25'-0" 120'-0" 56'-2"
62'-0" 12'-11
1 2
"
12'-0" 26'-0"
46'-10"
10'-2" 12'-8" 15'-0" 13'-7" 5'-7"
UNIT "B"- STREET VIEW UNIT "B"- STREET VIEW
UNIT "B"- TOP STREET VIEW
LOT SIZE - 7,440sf
DIM. - 62'X 120'
SF-4.0

SINGLE FAMILY
TYPE - "B"
TYPE: - 4br & 3.5bath
SQ. FOOTAGE: - 1,690sf
PARKING: - 2 car garage
SQ.FOOTAGE: - 420sf
BUILT AREA: - 2110sf
PATIOS: - 540sf
DRIVE WAY - 516sf
LOT COVERAGE:
including:
- residence - 1690sf
- 2 car garage - 420sf
- covered patio - 110sf
total covered area - 2,230sf (29.9%)
HEIGHT: - 17'- 6"
PROPOSED:

BLDG. TYPE "B"
1/8'=1'-0" 4 BR & 3.5 BATHS

SINGLE FAMILY
TYPE - "B"
1690 SF
2 CAR
GARAGE
420 SF

DRIVEWAY
PATIO

LANDSCAPE

LANDSCAPE
P.L.

KARON ST.

SITE PLAN
Redlands Regular Meeting of 03-05-2024 518 of 967
10'-0"
5'-0" 67'-412"
34'-912" 65'-10"13'-1112" 16'-812" 34'-8" 32'-8" 28'-612" 20'-7" 2' 28' 29' 57'
5'-9" 18'-2" 5'
12'-8" 15' 13'-7"
41'-3" 20'-7" 22'-4" 12'-812" 10'-1012" 66'-6"
12'-612" 20'-512" 10'
9'-9" 11' 10' 18'-112" 5'-1"
4'-612" 8'-11" 12'-3"
2'-3"
20' 20'
5'-1" 5'-1"
3'-8"
10'-3" 10'-6"
2'-6"
SF-4.1

SINGLE FAMILY
TYPE - "B"
4 BR & 3.5 BATHS
MATERIAL LEGEND 12 CONCRETE INTERLOCKING PAVERS 3456

VINYL FENCE

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

CMU SPLIT FACE WALL
11 12

WOOD TRELLIS
TREATED MAHOGANY- CLEAR 9
10 ASPHALT SHINGLES BY "IKO" 78
COMPOSITE WOOD DECK - BY "TREX"

STAMPED CONCRETE

GRASS CRETE

WOOD RAILING

PRECAST CONCRETE PAVERS
METAL DOOR - PAINTED 8 7 2 5 4
WALL

STRUCTURE ABOVE

PROPERTY LINE

SETBACK LINE
LEGEND

ROOF PLAN FLOOR PLAN
3/16'=1'-0" 3/16'=1'-0"
Redlands Regular Meeting of 03-05-2024 519 of 967
+17'-6" +17'-0"
top of roof
+9'-6'
+12'-0"
+17'-6"
+12'-0"
+17'-6"
+12'-0"
+17'-6"
+12'-0"
UNIT "B"- STREET ELEVATION - COLORED
3/16'=1'-0"
UNIT "B"- LEFT SIDE ELEVATION - COLORED
3/16'=1'-0"
UNIT "B"- BACK ELEVATION - COLORED
3/16'=1'-0" 3/16'=1'-0"
UNIT "B"- RIGHT SIDE ELEVATION - COLORED
UNIT "B"- STREET ELEVATION
3/16'=1'-0"
UNIT "B"- LEFT SIDE ELEVATION
3/16'=1'-0"
UNIT "B"- BACK ELEVATION
3/16'=1'-0" 3/16'=1'-0"
UNIT "B"- RIGHT SIDE ELEVATION

KEY NOTES
"BRICK VENEER" "ALASKA SUNSET"

FLAT CONCRETE TILE ASPHALT SHINGLES
WOOD SIDING "HARDY" PLANKS
3 1 7 11 13 9 1
3 3 1 6 11 13 9 1 3 6
11 15 15 6 9 8
3 6
1 1
11 15 1 15 6 1 3 9 6 8
8 3 1 11 13 9 1 3
8 3 1 6 11 13 9 1 3 6
9 8 3 1 11 13 1 3
9 8 3 6 1 6 11 13 1 3 6
9 8 3 6 1 6 11 13

MATERIAL LEGEND
1 EXTERIOR CEMENT PLASTER 1 - SAND

FINISH COLOR BY LA HABRA
"FALLBROOK"
2 EXTERIOR CEMENT PLASTER 2 - SAND
FINISH BY LA HABRA "CORAL GABLES"
3 4

WINDOWS - PER WINDOW SCHEDULE
BY ANDERSEN(OR EQ.)COLONIAL STYLE -
"COCOA BEAN"
5 SOLID WOOD DOOR TREATED OR

PAINTED
6 STONE VENEER - "ALASKA SUNSET"

FLAT CONCRETE ROOF TILE - DARK
"BELL AIR" BY EAGLE (ICC-ESR-1900)

WOOD - GARAGE DOOR
"HARDY" PLANKS
11 TRIM
12 METAL CLADDING PAINTED - BY
BENJAMIN MOOR"WORTH IRON" BLACK
13 WOOD FACIA - PAINTED

ARTIFICIAL WOOD SIDING
BY "NEWTECKWOOD"

WOOD TRELLIS

TREATED MAHOGANY- CLEAR
9 10
14 ASPHALT SHINGLES BY "IKO"
16 7 BRICK VENEER
8 15
17 WOOD COLUMN TREATED OR PAINTED
6 7
6 7
6 7
6 7 6 7 6 7
6 7
SF-4.2

SINGLE FAMILY
TYPE - "B"
4 BR & 3.5 BATHS
Redlands Regular Meeting of 03-05-2024 520 of 967
Redlands Regular Meeting of 03-05-2024 521 of 967

REDLANDS SUMMIT LLC
1705 OAK GROVE AVE., SAN MARINO, CA 91108
(626) 360-2888
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+10'-1" LEVEL 1 +20'-2" LEVEL 3 +35'-0" T.O.P.
8" 8'-4" 10'-1" +10'-1" LEVEL 210'-1" 10'-1"
38'-7" 12 1 3 11 1 6 8 1 5 +10'-1" LEVEL 1 +20'-2" LEVEL 3 +35'-0" T.O.P. 8" 8'-4" 10'-1" +10'-1" LEVEL 2
10'-1" 10'-1"
38'-7" 3 1 5 8 THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2021-046 REDLANDS SUMMIT LLC 2459 HUNTINGTON DR., SAN MARINO, CA 91108 (626) 360-2888 SCALE : 1/8"= 1'-0" TYPE B - BLDG. 8 ELEVATIONS - 2 M-2.7.5 EXTERIOR ELEVATION KEYNOTES 1. EXTERIOR PLASTER 2. STANDING SEAM METAL ROOF 3. VINYL WINDOW 4. SHADE CANOPY 5. HARDIE PLANK LAP SIDING SMOOTH 6. VENEER STONE 7. PORCELAIN TILE 8. BALCONY RAILING 9. SUN SHADE LOUVER 10. STORE FRONT SYSTEM 11. GARAGE DOOR 12. EXTERIOR WALL MOUNTED FIXTURE NOTE: SEE M6.4 BUILDING COLOR MAP FOR COLOR SCHEME N W WEST ELEVATION NORTH ELEVATION 8 Redlands Regular Meeting of 03-05-2024 540 of 967
Redlands Regular Meeting of 03-05-2024 541 of 967
1 9 2 10 7 9 8" 13'-1" 25'-1" 36'-9"
4 6 12 8" 13'-1" 25'-1" 36'-9"
12 4 5 6 10 9 1 8" 13'-1" 25'-1" 36'-9"
6 1 12 9 10 7 5
6 4 9 10 4 3 8" 13'-1" 25'-1" 36'-9"7 7 4

THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA
DATE: 08-11-2022
JOB NO.: 2021-046

REDLANDS SUMMIT LLC
1705 OAK GROVE AVE., SAN MARINO, CA 91108
(626) 360-2888
SCALE : 3/16"= 1'-0"
LEASING / CLUBHOUSE ELEVATIONS M-4.2

EXTERIOR ELEVATION KEYNOTES

1. EXTERIOR PLASTER

2. STANDING SEAM METAL ROOF

3. VINYL WINDOW

4. SHADE CANOPY

5. HARDIE PLANK LAP SIDING SMOOTH

6. VENEER STONE

7. PORCELAIN TILE

8. BALCONY RAILING

9. SUN SHADE LOUVER

10. STORE FRONT SYSTEM

11. GARAGE DOOR

12. EXTERIOR WALL MOUNTED FIXTURE
NOTE:

SEE M6.3 BUILDING COLOR MAP

FOR COLOR SCHEME
S
E
N
W

WEST ELEVATION

EAST ELEVATION

SOUTH ELEVATION

NORTH ELEVATION
Redlands Regular Meeting of 03-05-2024 542 of 967
1 9 10 4 6 8" 13'-1" 24'-3"
5 8" 13'-1" 24'-3"
1 5 6
6 4 9 10 5 13'-1" 24'-3" 8" 8" 13'-1" 24'-3"
6 5 4

THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA
DATE: 08-11-2022
JOB NO.: 2021-046

REDLANDS SUMMIT LLC
1705 OAK GROVE AVE., SAN MARINO, CA 91108
(626) 360-2888

NORTH ELEVATION

WEST ELEVATION

EAST ELEVATION
SCALE : 3/16"= 1'-0"
FITNESS ELEVATIONS M-4.3

SOUTH ELEVATION

EXTERIOR ELEVATION KEYNOTES

1. EXTERIOR PLASTER

2. STANDING SEAM METAL ROOF

3. VINYL WINDOW

4. SHADE CANOPY

5. HARDIE PLANK LAP SIDING SMOOTH

6. VENEER STONE

7. PORCELAIN TILE

8. BALCONY RAILING

9. SUN SHADE LOUVER

10. STORE FRONT SYSTEM

11. GARAGE DOOR

12. EXTERIOR WALL MOUNTED FIXTURE
NOTE:

SEE M6.3 BUILDING COLOR MAP

FOR COLOR SCHEME
S
E
N
W
Redlands Regular Meeting of 03-05-2024 543 of 967
FRONT LEFT RIGHT REAR BUILDING B1
9'-1"
± 27'-5"
9'-1" THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2207 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 (626) 360-2888 BUILDING 1 BUILDING B1 - ELEVATIONS PH-3.0 3/16"=1'-0"0 2'1' 4' 8' PLAN 1 PLAN 2 LEFT ELEVATION FRONT ELEVATION PLAN 1 RIGHT ELEVATION PLAN 2 REAR ELEVATION PLAN 2 PLAN 1 A - ROOF PARAPET B - STUCCO C - STUCCO EYEBROW CANTILEVER D - STUCCO POP OUT E - STUCCO WRAPPED FOAM TRIM F - WINDOW G - ENTRY DOOR H - GARAGE DOOR J - SIMULATED WOOD SIDING K - SIMULATED WOOD TRIM L- SOFFIT OPENING M- LIGHT FIXTURE B D C N J H M G F A AC AC AC Redlands Regular Meeting of 03-05-2024 544 of 967
FRONT LEFT RIGHT REAR BUILDING B2
9'-1"
± 27'-5"
9'-1" THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2207 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 (626) 360-2888 BUILDING 2 PLAN 2 PLAN 2 LEFT ELEVATION FRONT ELEVATION PLAN 2 RIGHT ELEVATION PLAN 2 REAR ELEVATION PLAN 2 PLAN 2 BUILDING B2 - ELEVATIONS PH-3.1 3/16"=1'-0"0 2'1' 4' 8' A - ROOF PARAPET B - STUCCO C - STUCCO EYEBROW CANTILEVER D - STUCCO POP OUT E - STUCCO WRAPPED FOAM TRIM F - WINDOW G - ENTRY DOOR H - GARAGE DOOR J - SIMULATED WOOD SIDING K - SIMULATED WOOD TRIM L- SOFFIT OPENING M- LIGHT FIXTURE N - METAL VINE TRELLIS B D N J H M G F A C Redlands Regular Meeting of 03-05-2024 545 of 967
FRONT LEFT REAR BUILDING B2X RIGHT/ STREET
9'-1"
± 27'-5"
9'-1" THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2207 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 (626) 360-2888 BUILDING 2X PLAN 2X PLAN 2X LEFT ELEVATION FRONT ELEVATION PLAN 2X RIGHT ELEVATION PLAN 2X REAR ELEVATION PLAN 2X PLAN 2X PH-3.2 3/16"=1'-0"0 2'1' 4' 8' BUILDING B2X - ELEVATIONS A - ROOF PARAPET B - STUCCO C - STUCCO EYEBROW CANTILEVER D - STUCCO POP OUT E - STUCCO WRAPPED FOAM TRIM F - WINDOW G - ENTRY DOOR H - GARAGE DOOR J - SIMULATED WOOD SIDING K - SIMULATED WOOD TRIM L- SOFFIT OPENING M- LIGHT FIXTURE N - METAL VINE TRELLIS B D N J H M L F A C G Redlands Regular Meeting of 03-05-2024 546 of 967
9'-1"
± 27'-5"
9'-1" FRONT LEFT RIGHT REAR BUILDING B3 THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2207 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 (626) 360-2888 BUILDING 3 PLAN 3 PLAN 3 LEFT ELEVATION FRONT ELEVATION PLAN 3 RIGHT ELEVATION PLAN 3 REAR ELEVATION PLAN 3 PLAN 3 A - ROOF PARAPET B - STUCCO C - STUCCO EYEBROW CANTILEVER D - STUCCO POP OUT E - STUCCO WRAPPED FOAM TRIM F - WINDOW G - ENTRY DOOR H - GARAGE DOOR J - SIMULATED WOOD SIDING K - SIMULATED WOOD TRIM L- SOFFIT OPENING M- LIGHT FIXTURE N - METAL VINE TRELLIS PH-3.3 3/16"=1'-0"0 2'1' 4' 8' BUILDING B3 - ELEVATIONS D B G M H N J F A C Redlands Regular Meeting of 03-05-2024 547 of 967
FRONT LEFT RIGHT REAR BUILDING B3 THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2207 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 (626) 360-2888 BUILDING 3 PLAN 3 PLAN 3 PH-3.4 3/16"=1'-0"0 2'1' 4' 8' BUILDING B3S - ELEVATIONS REAR ELEVATION ADDITIONAL SHADING @ WEST FACING LOCATIONS ADD ADD ADD ADD WEST FACING EDGE Redlands Regular Meeting of 03-05-2024 548 of 967
FRONT LEFT REAR BUILDING B4 RIGHT/ STREET
9'-1"
± 27'-5"
9'-1" THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2207 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 (626) 360-2888 BUILDING 4 PLAN 2 REAR ELEVATION LEFT ELEVATION PLAN 4 FRONT ELEVATION RIGHT/STREET ELEVATION PLAN 2 PLAN 2 PLAN 4 A - ROOF PARAPET B - STUCCO C - STUCCO EYEBROW CANTILEVER D - STUCCO POP OUT E - STUCCO WRAPPED FOAM TRIM F - WINDOW G - ENTRY DOOR H - GARAGE DOOR J - SIMULATED WOOD SIDING K - SIMULATED WOOD TRIM L- SOFFIT OPENING M- LIGHT FIXTURE N - METAL VINE TRELLIS O - METAL EYEBROW CANTILEVER PH-3.5 3/16"=1'-0"0 2'1' 4' 8' BUILDING B4 - ELEVATIONS PLAN 4 B D N J H M G F A C K Redlands Regular Meeting of 03-05-2024 549 of 967
FRONT LEFT REAR BUILDING B4 RIGHT/ STREET THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-2023 JOB NO.: 2207 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 (626) 360-2888 BUILDING 4 RIGHT/STREET ELEVATION ADDITIONAL SHADING @ WEST FACING LOCATIONS PLAN 4 PH-3.6 3/16"=1'-0"0 2'1' 4' 8' BUILDING B4S - ELEVATIONS 1 LEFT ELEVATION ADDITIONAL SHADING @ WEST FACING LOCATIONS PLAN 2 ADD ADD ADD EXTENDED ADD ADD EYEBROW WEST FACING EDGE PLAN 2 PLAN 4 Redlands Regular Meeting of 03-05-2024 550 of 967
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W. L U G O N I A A V E. K A R O N S T R E E T
PROPOSED EXTENSION OF W. PENNSYLVANIA AVE. B1 ABV. A1 ABV. B1 ABV. B1 ABV. A2 B3B2 A1A1A1B1 B3A2 A2 B1 ABV. A1 ABV. B1 ABV. B1 ABV. MPOE BOILER B1 ABV. B1 ABV. BREEZEWAY BREEZEWAY BREEZEWAY B2B2 B2 B2 ELECT.RM. MULTI-PURPOSE BLDG 1 TYPE A BLDG 9 TYPE C-2 BLDG 4 TYPE C-1 BLDG 10 TYPE C-1 BLDG 8 TYPE F BLDG 6 TYPE C-2 BLDG 2 TYPE D BLDG 11 TYPE E BLDG 5 TYPE B BLDG 3 TYPE F BLDG 7 TYPE F A1 ABV. A1 ABV. A1 ABV. A1 ABV.

ELECT.RM. S1 A1 A1 S1
A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
A1 ABV. A1 ABV.

A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
A1 ABV. A1 ABV.

A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
A1 ABV. A1 ABV.

A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
B2
A2
A2
A1 ABV.

A1 ABV.

LOUNGE

LEASING
OFFICE 1
12'-0" x 12'-0" OFFICE 1
EL.
53'-0" x 40'-0" CLUBROOM

SEATING
ISLAND
10'-0" x 10'-0" PET SHOP

CO-WORKING
BIKE SHOP / STR. 20'-0" x 12'-8"
ABV. TO
12'-0" x 11'-0"

BREAK / WORK
12'-0" x 12'-0" M W
MECH. 7'-8" x 10'-0" GOLF SIMULATOR/ 18'-0" x 23'-0" THEATER STR. EL. EQPT.
+/-7,000 SF.

JAN.

FITNESS

YOGA / DACING
POOL EQPT. W M
+/- 2,280 SF. 71'-0" x 34'-0"
A1 ABV. A1 ABV. A1 ABV.

B3 A2 A2 MPOE BOILER BREEZEWAY T T T T T T
A1 ABV. MPOE BOILER BREEZEWAY
B1 ABV.

B3 B3 A2
A1 ABV.

SPACE OPEN
SPACE OPEN 2 2 2 1
B3X
B4
B2XB B2XA B1X
B1
B1
B4
B3
B1 B4 B4 B2A B4 B1
B4 B4 B2B
B4 B4 B4 B1
B3
B2XB B2XB B2XA B2XB
B2B
B2A B2A B4
B3X
B2XA B1X
B4 B1 1 REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-23 JOB NO.: 21-050 1"=50'-0"0 25' 50' 100' 150' IRRIGATION ESTIMATED WATER USAGE PLAN NORTH L-7.0 SINGLE FAMILY PRODUCTION MULTI-FAMILY PRODUCTION TOWNHOME PRODUCTION Redlands Regular Meeting of 03-05-2024 555 of 967
W. L U G O N I A A V E. K A R O N S T R E E T
PROPOSED EXTENSION OF W. PENNSYLVANIA AVE. B1 ABV. A1 ABV. B1 ABV. B1 ABV. A2 B3B2 A1A1A1B1 B3A2 A2 B1 ABV. A1 ABV. B1 ABV. B1 ABV. MPOE BOILER B1 ABV. B1 ABV. BREEZEWAY BREEZEWAY BREEZEWAY B2B2 B2 B2 ELECT.RM. MULTI-PURPOSE BLDG 1 TYPE A BLDG 9 TYPE C-2 BLDG 4 TYPE C-1 BLDG 10 TYPE C-1 BLDG 8 TYPE F BLDG 6 TYPE C-2 BLDG 2 TYPE D BLDG 11 TYPE E BLDG 5 TYPE B BLDG 3 TYPE F BLDG 7 TYPE F A1 ABV. A1 ABV. A1 ABV. A1 ABV.

ELECT.RM. S1 A1 A1 S1
A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
A1 ABV. A1 ABV.

A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
A1 ABV. A1 ABV.

A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
A1 ABV. A1 ABV.

A1 ABV. B1 ABV. B1 ABV. B1 ABV.

A1 A1 A1
S1
A1 B1 MPOE BOILER BREEZEWAY
B2
A2
A2
A1 ABV.

A1 ABV.

LOUNGE

LEASING
OFFICE 1
12'-0" x 12'-0" OFFICE 1
EL.
53'-0" x 40'-0" CLUBROOM

SEATING
ISLAND
10'-0" x 10'-0" PET SHOP

CO-WORKING
BIKE SHOP / STR. 20'-0" x 12'-8"
ABV. TO
12'-0" x 11'-0"

BREAK / WORK
12'-0" x 12'-0" M W
MECH. 7'-8" x 10'-0" GOLF SIMULATOR/ 18'-0" x 23'-0" THEATER STR. EL. EQPT.
+/-7,000 SF.

JAN.

FITNESS

YOGA / DACING
POOL EQPT. W M
+/- 2,280 SF. 71'-0" x 34'-0"
A1 ABV. A1 ABV. A1 ABV.

B3 A2 A2 MPOE BOILER BREEZEWAY T T T T T T
A1 ABV. MPOE BOILER BREEZEWAY
B1 ABV.

B3 B3 A2
A1 ABV.

S1 A2 BLDG 1 TYPE A BLDG 9 TYPE C-2 BLDG 4 TYPE C-1 BLDG 10 TYPE C-1 BLDG 8 TYPE F BLDG 6 TYPE C-2 BLDG 2 TYPE D BLDG 11 TYPE E BLDG 5 TYPE B BLDG 3 TYPE F BLDG 7 TYPE F B1 ABV. A1 ABV. B1 ABV. B1 ABV. A2 B3B2 A1A1 A1B1 B3A2 A2 B1 ABV. A1 ABV. B1 ABV. B1 ABV. MPOE BOILER B1 ABV. B1 ABV. BREEZEWAY BREEZEWAY BREEZEWAY B2B2 B2 B2 ELECT.RM. MULTI-PURPOSE TUBULAR STEEL VIEW FENCE PILASTER LEGENDPEDESTRIAN GATE PRIVACY VINYL FENCE STONE VENEER WALL SMOOTH STUCCO WALL 6' HT. SPLIT FACE BLOCK WALL DOG PARK FENCE PLEXIGLASS PANEL WALL (OPAQUE OR CLEAR) WALL 5' HT. GLASS WALL COURTYARD WALL REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-23 JOB NO.: 21-050 L-5.0 1"=50'-0"0 25' 50' 100' 150' FENCE & WALL PLAN NORTH Redlands Regular Meeting of 03-05-2024 556 of 967
16" SQ. 18" SQ. 21 4" THICK PRECAST CONCRETE CAP 1 2
6'-8"
6'-0" 21 21 1 2
8'-0" 8x8x16 CMU BLOCK WALL W/ SMOOTH STUCCO FINISH 21 6x8x16 SPLIT FACE CMU WALL COLOR: TAN 6x16x16 CMU BLOCK COLUMN W/ SMOOTH STUCCO FINISH 4" THICK PRECAST CONCRETE CAP DECORATIVE TILE VENEER 5'-10" 6'-0" O.C. 5" SQ. VINYL POST W/ Z POST METAL INSERT W/ DOMED CAP 1 2" X 6 12" TOP & BOTTOM RAILS W/ Z RAIL METAL INSERTS FOR BOTTOM RAIL 23 1" X 8" TONGUE & GROOVE 2 3 1 7'-0"
3" METAL FRAME 12 2 VEHICULAR ENTRY GATE 1 5' O.C. GLASS PANEL WALL (OPAQUE &/OR CLEAR GLASS PANEL) 21 3" THICK PRECAST CONCRETE CAP 12 32" 6x8x16 SPLIT FACE CMU WALL COLOR: TAN
13" 3 1x2 12" T.S. HORIZONTAL RAIL, COLOR: BLACK 4 2" SQ. T.S. POST, COLOR: BLACK 34 48"
13"
3'-6" 1 8" WIDE CMU BLOCK WALL W/ STONE VENEER 1 22 2" THICK PRECAST CONCRETE CAP 212" SQ. FENCE POST 112" SQ. TOP & BOTTOM RAILS 58" SQ. PICKETS @ 4" O.C. MAX. 6-0"' 123 3 8'-0" O.C. 2 1
5'-0" VINYL CLAD CHAIN-LINK FENCE COLOR: BLACK DOG BREED SIGN BOARD BY OTHERS 3" DIA. TUBULAR STEEL POST @ 8' O.C. MAX. 123 2 3 1 5' 314" F.S 5'-0" MAX. 2 1 DAYTON RICHMOND DOWEL SPLICER SYSTEM 12 POOL GLASS FENCE 6' HT. SPLIT FACE BLOCK WALL PILASTER PRIVACY VINYL FENCE DOG PARK FENCE TUBULAR STEEL VIEW FENCE SMOOTH STUCCO WALL REDLANDS SUMMIT LLC 1705 OAK GROVE AVE., SAN MARINO, CA 91108 144 NORTH ORANGE ST., ORANGE, CA 92866 (714) 639-9860 AO ARCHITECTS THE NEIGHBORHOODS AT LUGONIA VILLAGE REDLANDS, CA DATE: 06-05-23 JOB NO.: 21-050 1"=50'-0"0 25' 50' 100' 150' FENCE & WALL DETAILS ENTRY GLASS WALL LOW STONE WALL COURTYARD WALL L-6.0 5' HT. GLASS WALL Redlands Regular Meeting of 03-05-2024 557 of 967
Inclusionary Housing Plan Page 1
June 1, 2023 DRAFT

INCLUSIONARY HOUSING PLAN
APPLICATION NUMBER: _____
City of Redlands
35 Cajon Street, Redlands, CA 92373
(909) 399-7555
Project Address: __________________________________________________ Assessor Parcel No(s): _____________________________________________ Site Dimension: ___________________________________________________ Site Size (Square Feet): _____________________________________________ Property Owner’s Name: ____________________________________________ Address: ________________________________________________________ Telephone: ______________________ Email: _________________________ Applicant’s Name: ________________________________________________ Telephone: ______________________ Email: _________________________ I. INCLUSIONARY HOUSING ALTERNATIVES
Select the applicable alternatives to indicate how the project will comply with the inclusionary housing requirement:
______ On-site construction of Inclusionary Units
______ Off-stie construction of Affordable Units
______ Land dedication
______ In-lieu fee payment for entire obligation
Redlands Regular Meeting of 03-05-2024 558 of 967
Inclusionary Housing Plan Page 2
June 1, 2023 DRAFT
______ In-lieu fee payment for fractional unit 1
II. RESIDENTIAL PROJECT DESCRIPTION
Describe the project in the following chart:
# of
Bedrooms
Unit Size
(Sq. Ft.)
# of
Market
Rate Units
# of Verylow
Income
Units
# of Low
Income
Units
# of
Moderate
Income
Units
Total # of
Units
Studio
1 2
3 4
5 Identify the gross livable floor area of proposed project (including private balconies, decks, and patios) in square feet: ____________________ Will the project be constructed in phases? YES ___ NO ___ Is a density bonus being requested? YES ___ NO ___
1 If the calculation of the number of Inclusionary Units required results in a fraction less than .5, the developer has the option to (i) provide an additional full Inclusionary Unit or (ii) pay an In-Lieu Fee equal to the percentage represented by the fractional Inclusionary Unit multiplied by the applicable In-Lieu Fee.

Redlands Regular Meeting of 03-05-2024 559 of 967
Inclusionary Housing Plan Page 3
June 1, 2023 DRAFT
III. Fractional Inclusionary Unit Obligation
For Projects that choose to pay an in-lieu fee to fulfill a fractional Inclusionary Unit obligation, calculate the fractional in-lieu fee obligation in the following table:

Fractional In-Lieu Fee Calculation
Fractional Unit Obligation
Total Habitable Area (Square Feet)
In-Lieu Fee Per Square Foot of Habitable
Area (See Section IV of this application)
Total Fractional In-Lieu Fee
In-Lieu Fee Payment to Fulfill the Entire Inclusionary Housing Obligation The in-lieu fee payment obligation is calculated against the entire Habitable Area of the proposed Market Rate Project. The in-lieu fee schedule is presented in the following table:
# of Units Fee Per Square Foot
10 $1.52
11 $3.05
12 $4.57
13 $6.09
14 $7.62
15 $9.14
16 $10.66
Redlands Regular Meeting of 03-05-2024 560 of 967
Inclusionary Housing Plan Page 4
June 1, 2023 DRAFT
17 $12.18
18 $13.71
19 $15.23
20 $16.75
21 $18.28
22 $19.80
IV. REQUIRED EXHIBITS TO THE INCLUSIONARY HOUSING PLAN
A. A narrative description of the entire project;
B. A site plan that depicts the entire project detailing location of the Inclusionary Units, if applicable;
C. Legal description of the project; and
D. If applicable, a phasing plan that provides for the timely development of the Inclusionary Units as the project is built out; and
E. Application fee.

V. PROPERTY OWNER’S AFFIDAVIT
I hereby certify that I am the legally authorized owner of all property involved in this application or have been empowered to sign as the property owner on behalf of a corporation, partnership, business, etc., as evidenced by separate instrument attached herewith. I hereby grant to the applicant submitting this form full power to sign all documents related to this application, including any conditions or litigation measures as may be deemed necessary.

I declare under penalty of perjury that the foregoing is true and correct.

Executed on (Date) ______________ at ______________, California Property Owner’s Signature ________________________________ Printed Name ___________________________________________ 6/30/2023 San Marino
Dongliang Zhang
Redlands Regular Meeting of 03-05-2024 561 of 967
Inclusionary Housing Plan Page 5
June 1, 2023 DRAFT
VI. APPLICANT’S AFFIDAVIT
I hereby certify that the statements furnished above and in the attached exhibits represent the data and information required for this initial evaluation and that the facts, statements and information presented are true and correct to the best of my knowledge and belief. Further, should the stated information be found false or insufficient, I agree to the return of this form for appropriate revisions, understanding the City of Claremont cannot process this form until all applicable information is corrected or provided by the applicant. I herby certify that I have been legally authorized by the property owner to present this application and to sign on behalf of all documents related to this application, including any conditions or litigation measures as may be deemed necessary.

Note: When the applicant is a corporation, partnership, business, etc., a separate document verifying the authorization to sign for such applicant is required.

I declare under penalty of perjury that the foregoing is true and correct.

Executed on (Date) ______________ at ______________, California Applicant’s Signature _____________________________________ Applicant’s Printed Name __________________________________ 6/30/2023 San Marino
Dongliang Zhang
Redlands Regular Meeting of 03-05-2024 562 of 967
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RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:

City Clerk
City of Redlands
P. 0. Box 3005
Redlands, CA 923 73

SPACE ABOVE LINE FOR RECORDER'S USE ONLY
EXEMPT FROM RECORDING FEES (GOVT. CODE§ 27383)
NO DOCUMENTARY TRANSFER TAX (R&T CODE§ 11922)
APN: 0167-171-04-0000, 0 l 67-171-05-0000, A ND O l 67-171-06-0000

CITY OF REDLANDS

AFFORDABLE HOUSING COVENANT AND REGULATORY AGREEMENT
(DENSITY BONUS & INCLUSIONARY HOUSING FOR LUGONIA VILLAGE) This Affordable Housing Covenant and Regulatory Agreement ("Agreement") is entered into as of this_ day of ____ , 2024, by and between the City of Redlands, a California municipal corporation ("City"), and Redlands Summit, LLC, a California limited liability company ("Developer"). City and Developer are each sometimes individually referred to herein as a "Party" and, together, as the "Parties."

RECITALS
A. Developer is the owner of approximately 24.24 acres of real property, comprising of four separate parcels located at the northwest corner of West Lugonia A venue and Karon Street (APNs: 0167-171-04-0000, 0 l 67-171-05-0000, and Ol 67-171-06-0000), in Redlands, California, which is more particularly described in the legal description attached hereto as Exhibit "A" and incorporated herein by reference ("Property").

B. Developer is constructing a multi-family residential housing project on the Property, comprising of four hundred fifty-one ( 451) apartment units ("Apartment Units"), seventy-two (72) townhome units ("Townhome Units"), and eighteen (18) single family residences ("SFR Units"), for a total of five hundred forty-one (541) residential units (the "Project"), as more particularly described in the following Application Numbers: General Plan Amendment No. 143, Zone Change No. 469, Specific Plan No. 40 Amendment No. 48, Tentative Tract Map Nos. 20490 and 20491, Tentative Parcel Map No. 20469, and Commission Review and Approval Nos. 940 and 941 (collectively, the "Project Applications").

C. In connection with the Project, Developer proposes to restrict a total of five percent (5%) of the total units in the Project to Very Low Income Households for an Affordable Rent to be eligible for the benefits of this Agreement, as further specified herein. 17942.00155\41957060.1
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3. Affordable Housing Requirements.
(a) Project. Developer shall develop, or cause to be developed, the Affordable Units allowed by the Density Bonus in accordance with the approvals of the Project Applications (the "Entitlements") and this Agreement.
(b) Affordable Units. Developer covenants and agrees that it shall rent not less than twenty-eight (28) units from the Apartment Units in the Project as Affordable Units.

The rental restrictions and conditions described in this Agreement shall run with the land and shall be binding on all successor owners of the Property. City is given the express authority by Developer to enforce the restrictions and conditions described in this Agreement. Except as provided herein, the Affordable Units shall be rented, marketed, managed, maintained, and treated in the same manner as all other units on the Property.
(c) Affordable Rent. The Affordable Units shall be rented exclusively to Qualifying Households at a Monthly Rent that does not exceed Affordable Rent for a Qualifying Household. Affordable Rent, determined on a monthly basis, shall not exceed onetwelfth (1/12) of thirty percent (30%) of fifty percent (50%) of the Median Income for the County of San Bernardino, as published in Title 25, California Code of Regulations, Section 6932 by the California Department of Housing and Community Development, as may be amended from time to time ("Affordable Rent"). The Affordable Rent shall be adjusted for family size appropriate for the unit in accordance with California Health and Safety Code Section 50052.5. Affordable Rent may not be increased more frequently than annually to reflect increases in area median income.
(d) Minimum Development Standards For Affordable Units. The Affordable Units shall be constructed_ with the same exterior appearance and interior features, fixtures, and amenities, and shall use the same type and quality of materials as provided for the other units in the Project.
(e) Designation of Affordable Units. The Affordable Units shall be reasonably disbursed throughout the Property. The Affordable Units shall be reasonably disbursed throughout the entire Project. The Site Plan shall include a list of designated Affordable Units, which shall be subject to modification only upon written consent from the City.

Any request to designate Affordable Units on a floating basis shall be subject to review and approval of City, which shall not be unreasonably withheld. 4 17942.00155\41957060.1
Redlands Regular Meeting of 03-05-2024 567 of 967
(t) Unit Mix for Affordable Units. The Affordable Units shall comprise of the following minimum number of Apartment Units:

Unit Type Quantity of Affordable Units
Studio 2
I Bedroom 12
2 Bedroom 14
(g) Determination of Household Income.
(i) Developer shall determine whether a prospective tenant is a Qualifying Household for an Affordable Unit by requiring the household complete a form that verifies the income of the household ("Income Certification Form"). (ii) The Income Certification Form shall be certified or recertified as follows: (A) at the initial application for occupancy, (B) at least once every twelve (12) months during the Term, and (C) each renewal of a lease for an Affordable Unit. (h) Verification. Developer shall make a good faith effort to verify the accuracy of income information provided in any Income Certification Form to verify an applicant or existing occupant is a Qualifying Household in accordance with California law, and taking one or more of the following steps, as reasonably required or indicated. (i) Obtain an income tax return and copy of each W-2 Wage and Earnings Statement for the most recently concluded income tax year; search;
(ii) Contact a credit reporting agency or conduct a similar (iii) Obtain an income verification form from current
employer(s) of the applicant(s) or existing tenant(s);
(iv) Obtain an income verification form from the United States Social Security Administration or the California Department of Social Services, if the applicant(s) or existing tenant(s) receive assistance from either of such agencies; or (v) If the applicant or existing tenant is an adult who is unemployed and has no such income tax return, obtain another form of independent verification. (i) Evidence. All verification information shall only be obtained by Developer after obtaining written consent from the applicant or existing tenant for the release of such information to Developer. Failure to consent in writing to the release of such income 5 17942.00155\41957060. I
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KARON STREET

THE NEIGHBORHOODS AT LUGONIA VILLAGE

REDLANDS SUMMIT LLC
2459 HUNTINGTON DR .. SAN MARINO. CA 91106
(626) 360-1888
REDLANDS. CA
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Redlands Regular Meeting of 03-05-2024 579 of 967

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of LOS ANGELES
on 02 /z.£ /202.(f- before me, ---�------- YUKO LIN (NOTARY PUBLIC) (insert name and title of the officer)
personally appeared ____ J)_O_h�:f�l _t' O._Yl�3�' __ z_l_cil._�---------- who proved to me on the basis of satisfactory evidence to be the personts} whose name(� is/are subscribed to the within instrument and acknowledged to me that he/sl 1efthey executed the same in his/l'l-9r/thQir authorized capacity�, and that by his/l'l-9rltheir signature� on the instrument the person{'s}, or the entity upon behalf of which the person'taj acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
<:::::..� _____ c_--_----�-
Signature (Seal)
YUKO LIN • l
COMM. #2426492 z
Notary Public • California �
Los Angeles County .....
��v M Comm. Expires Nov. 20, 2026
Redlands Regular Meeting of 03-05-2024 580 of 967

SOCIOECONOMIC EVALUATION CHECKLIST FORM
I. BACKGROUND

1. Project Title: Lugonia Village

2. Contact Person and Phone Number:

Ryan Murphy, Senior Planner
Development Services Department, 35 Cajon St., Suite 20, Redlands, CA 92373 Telephone: (909) 798 – 7555 x 7308

3. Project Location: Redlands Mall site consisting of 11.15 acres located at the southwest corner of Redlands Boulevard and Orange Street (APNs: 0171-053-01-0000, 0171-053-02- 0000, 0171-053-03-0000, 0171-053-04-0000, 0171-053-05-0000, 0171-053-06-0000), and approximately 1.1 acre located at the southeast corner of Citrus Avenue and Eureka Street (APNs: 0171-251-06-0000, 0171-251-07-0000, 0171-251-08-0000, 0171-251-09-0000, 0171-251-10-0000)

4. Project Sponsor's Name and Address:

Redlands Summit, LLC
2459 Huntington Drive, San Marino, CA 91108

5. General Plan Designation: Commercial, Parks/Golf Courses, Low Density Residential. A General Plan Amendment was filed to change the land use designation to High Density Residential.

6. Zoning: East Valley Corridor Specific Plan/Special Development District. A Zone Change was filed to change the zoning district to R‐1 (Single Family Residential) and R‐3 (Multiple Family Residential).

7. Description of Project: The proposed Project includes the subdivision of the Project site into three parcels in order ton facilitate the development of an apartment complex neighborhood, a townhome neighborhood (collectively, the apartment complex and townhomes are referred to as Neighborhood A), and a neighborhood of single‐ family detached homes (Neighborhood B) on the Project site. The detached single‐family homes would be located on Parcel 1, the townhomes neighborhood would be located on Parcel 2, and the apartment complex neighborhood would be located on Parcel 3.

The proposed Project also includes the approval of a Tentative Tract Map for the 18 single‐family residential parcels along Karon Street as well as a neighborhood park at the southwest corner of Pennsylvania Avenue and Karon Street.

The proposed Project includes the construction of 451 apartment units, 72 townhome units, and 18 single family residences, for a total of 541 residential units. Of the 451 apartment units, 28 would be very low‐income units. The remaining apartment, townhome, and single‐family residential units are expected to be sold at market rate (the above‐moderate income level). The apartment complex and townhome neighborhood would have a proposed density of 27.2 dwelling units per acre (du/ac), and the neighborhood or single‐family dwellings would have a proposed density of 5.33 du/ac. The proposed Project would also include a small parklet at the northeastern corner of the Project site.

Redlands Regular Meeting of 03-05-2024 581 of 967
Socio-Economic Cost/Benefit Study
Lugonia Village Project

Page 2 of 25 ends

Redlands City CouncilMarch 5, 2024

Redlands City Council
March 5, 2024