Local Transportation Analysis (LTA) Prepared by Hexagon Transportation Consultants — Sunnyvale City Council, November 28, 2023 (part 2 of 2)

COMPARE Fri Jun 23 14:46:17 2023 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background PM
Intersection #8: San Zeno Way & Sonora Court

Signal=Uncontrol/Rights=Include
Final Vol: 27 76 0
Lanes: 0 0 0 0 0

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

49 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.111

0 0
0 Avg Crit Del (sec/veh): 2.2

0 56 0

Avg Delay (sec/veh): 2.2

0 0
LOS: B

Lanes: 0 0 0 0 0
Final Vol: 41 455 0
Signal=Uncontrol/Rights=Include

Street Name: San Zeno Way Sonora Court Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 41 455 0 0 76 27 49 0 56 0 0 0 Growth 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 Initial Bse: 41 455 0 0 76 27 49 0 56 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 41 455 0 0 76 27 49 0 56 0 0 0 User 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 PHF 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 PHF Volume: 41 455 0 0 76 27 49 0 56 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 41 455 0 0 76 27 49 0 56 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: 103 xxxx xxxxx xxxx xxxx xxxxx 627 627 90 xxxx xxxx xxxxx Potent Cap.: 1502 xxxx xxxxx xxxx xxxx xxxxx 451 403 974 xxxx xxxx xxxxx Move Cap.: 1502 xxxx xxxxx xxxx xxxx xxxxx 441 392 974 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.11 0.00 0.06 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 623 xxxxx xxxx xxxx xxxxx SharedQueue: 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.6 xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.9 xxxxx xxxxx xxxx xxxxx Shared LOS: A * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 11.9 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #8 San Zeno Way & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
Attachment 18

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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 41 455 0 0 76 27 49 0 56 0 0 0 ApproachDel: xxxxxx xxxxxx 11.9 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.3]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=105]
SUCCEED - Approach volume greater than or equal to 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=704] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

SIGNAL WARRANT DISCLAIMER
This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants).

The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #8 San Zeno Way & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 41 455 0 0 76 27 49 0 56 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 599
Minor Approach Volume: 105
Minor Approach Volume Threshold: 356
--------------------------------------------------------------------------------

Attachment 18

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Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 163 78 157***
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

231***

2 Cycle Time (sec): 130

1 216

0 Loss Time (sec): 12

0 567 2

Critical V/C: 0.625

3 1376***
1 Avg Crit Del (sec/veh): 39.6

0 208 0

Avg Delay (sec/veh): 37.7

2 262
LOS: D+

Lanes: 1 1 0 0 1
Final Vol: 494 166*** 152
Signal=Split/Rights=Overlap

Base Vol: 494 166 152 157 78 163 231 567 208 262 1376 216 Growth 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 Initial Bse: 494 166 152 157 78 163 231 567 208 262 1376 216 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 494 166 152 157 78 163 231 567 208 262 1376 216 User 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 PHF 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 PHF Volume: 494 166 152 157 78 163 231 567 208 262 1376 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 494 166 152 157 78 163 231 567 208 262 1376 216 PCE 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 MLF 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 FinalVolume: 494 166 152 157 78 163 231 567 208 262 1376 216 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 1.00 0.95 0.83 1.00 0.92 Lanes: 1.50 0.50 1.00 1.35 0.65 1.00 2.00 2.17 0.83 2.00 3.00 1.00 Final Sat.: 2657 893 1750 2371 1178 1750 3150 4095 1502 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.19 0.09 0.07 0.07 0.09 0.07 0.14 0.14 0.08 0.24 0.12 Crit Moves: **** **** **** **** Green Time: 38.7 38.7 63.3 13.8 13.8 29.0 15.3 40.9 40.9 24.6 50.3 64.0 Volume/Cap: 0.62 0.62 0.18 0.62 0.62 0.42 0.62 0.44 0.44 0.44 0.62 0.25 Uniform Del: 39.4 39.4 18.7 55.6 55.6 43.2 54.6 35.4 35.4 46.6 32.2 19.1 IncremntDel: 1.2 1.2 0.1 3.3 3.3 0.7 3.3 0.2 0.2 0.5 0.6 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 40.6 40.6 18.8 58.9 58.9 43.9 58.0 35.6 35.6 47.1 32.8 19.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.6 40.6 18.8 58.9 58.9 43.9 58.0 35.6 35.6 47.1 32.8 19.2 LOS by Move: D D B- E+ E+ D E+ D+ D+ D C- B- HCM2kAvgQ: 13 13 4 5 5 6 5 8 8 5 15 5 Note: Queue reported is the number of cars per lane.

Attachment 18

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COMPARE Fri Jun 23 14:46:17 2023 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 304 120*** 516
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

210

2 Cycle Time (sec): 100

1 163

0 Loss Time (sec): 12

0 1554*** 2

Critical V/C: 0.782

3 821
1 Avg Crit Del (sec/veh): 34.4

0 307 0

Avg Delay (sec/veh): 31.7

2 139***
LOS: C

Lanes: 1 1 0 0 1
Final Vol: 395*** 75 201
Signal=Split/Rights=Overlap

Base Vol: 395 75 201 516 120 304 210 1554 307 139 821 163 Growth 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 Initial Bse: 395 75 201 516 120 304 210 1554 307 139 821 163 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 395 75 201 516 120 304 210 1554 307 139 821 163 User 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 PHF 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 PHF Volume: 395 75 201 516 120 304 210 1554 307 139 821 163 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 395 75 201 516 120 304 210 1554 307 139 821 163 PCE 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 MLF 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 FinalVolume: 395 75 201 516 120 304 210 1554 307 139 821 163 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.69 0.31 1.00 1.63 0.37 1.00 2.00 2.49 0.51 2.00 3.00 1.00 Final Sat.: 2983 566 1750 2880 670 1750 3150 4675 924 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.11 0.18 0.18 0.17 0.07 0.33 0.33 0.04 0.14 0.09 Crit Moves: **** **** **** **** Green Time: 16.7 16.7 23.7 22.5 22.5 38.5 16.0 41.8 41.8 7.0 32.8 55.4 Volume/Cap: 0.80 0.80 0.49 0.80 0.80 0.45 0.42 0.80 0.80 0.63 0.44 0.17 Uniform Del: 40.0 40.0 32.9 36.6 36.6 22.9 37.8 25.4 25.4 45.2 26.3 11.0 IncremntDel: 7.4 7.4 0.9 5.5 5.5 0.5 0.6 2.0 2.0 5.8 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 47.4 47.4 33.8 42.1 42.1 23.4 38.4 27.3 27.3 51.0 26.5 11.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.4 47.4 33.8 42.1 42.1 23.4 38.4 27.3 27.3 51.0 26.5 11.1 LOS by Move: D D C- D D C D+ C C D- C B+ HCM2kAvgQ: 10 10 6 10 10 7 3 18 18 3 6 3 Note: Queue reported is the number of cars per lane.

Attachment 18

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COMPARE Fri Jun 23 14:46:17 2023 Page 3-19
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #5325: CENTRAL EXPWY/CORVIN DR-OAKMEAD PKWY

Signal=Permit/Rights=Overlap
Final Vol: 133 21 38
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

372***

1 Cycle Time (sec): 190

1 367

0 Loss Time (sec): 9

0 1426 2

Critical V/C: 0.951

2 2215***
0 Avg Crit Del (sec/veh): 81.0

0 125 1

Avg Delay (sec/veh): 62.9

1 48
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 193*** 134 54
Signal=Permit/Rights=Overlap

Base Vol: 193 134 54 38 21 133 372 1426 125 48 2215 367 Growth 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 Initial Bse: 193 134 54 38 21 133 372 1426 125 48 2215 367 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 193 134 54 38 21 133 372 1426 125 48 2215 367 User 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 PHF 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 PHF Volume: 193 134 54 38 21 133 372 1426 125 48 2215 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 134 54 38 21 133 372 1426 125 48 2215 367 PCE 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 MLF 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 FinalVolume: 193 134 54 38 21 133 372 1426 125 48 2215 367 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.41 0.59 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1750 2636 1062 1750 1900 1750 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.05 0.05 0.02 0.01 0.08 0.21 0.38 0.07 0.03 0.58 0.21 Crit Moves: **** **** **** Green Time: 29.3 29.3 49.2 29.5 29.5 60.5 31.0 124 123.8 19.9 113 112.8 Volume/Cap: 0.72 0.33 0.20 0.14 0.07 0.24 1.30 0.58 0.11 0.26 0.98 0.35 Uniform Del: 76.4 71.6 55.0 69.3 68.5 47.8 79.5 18.5 12.4 78.3 37.6 19.8 IncremntDel: 8.8 0.3 0.1 0.2 0.1 0.2 159.3 0.3 0.0 0.8 14.9 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.13 2.25 2.25 1.00 1.00 1.00 Delay/Veh: 85.2 71.9 55.1 69.5 68.6 48.0 249.2 41.8 27.9 79.1 52.5 20.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 85.2 71.9 55.1 69.5 68.6 48.0 249.2 41.8 27.9 79.1 52.5 20.1 LOS by Move: F E E+ E E D F D C E- D- C+ HCM2kAvgQ: 12 5 4 2 1 6 36 35 6 3 65 11 Note: Queue reported is the number of cars per lane.

Attachment 18

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COMPARE Fri Jun 23 14:46:17 2023 Page 3-20
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #5325: CENTRAL EXPWY/CORVIN DR-OAKMEAD PKWY

Signal=Permit/Rights=Overlap
Final Vol: 282 355*** 270
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

72 1

Cycle Time (sec): 190

1 82

0 Loss Time (sec): 12

0 2306*** 2

Critical V/C: 0.970

2 1940
0 Avg Crit Del (sec/veh): 73.1

0 83 1

Avg Delay (sec/veh): 58.0

1 202***
LOS: E+

Lanes: 1 0 1 1 0
Final Vol: 51 63 111
Signal=Permit/Rights=Overlap

Base Vol: 51 63 111 270 355 282 72 2306 83 202 1940 82 Growth 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 Initial Bse: 51 63 111 270 355 282 72 2306 83 202 1940 82 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51 63 111 270 355 282 72 2306 83 202 1940 82 User 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 PHF 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 PHF Volume: 51 63 111 270 355 282 72 2306 83 202 1940 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 63 111 270 355 282 72 2306 83 202 1940 82 PCE 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 MLF 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 FinalVolume: 51 63 111 270 355 282 72 2306 83 202 1940 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.06 0.15 0.19 0.16 0.04 0.61 0.05 0.12 0.51 0.05 Crit Moves: **** **** **** Green Time: 37.0 37.0 54.0 37.0 37.0 46.3 9.3 124 124.0 17.0 132 131.7 Volume/Cap: 0.15 0.17 0.22 0.79 0.96 0.66 0.84 0.93 0.07 1.29 0.74 0.07 Uniform Del: 63.5 63.7 52.0 72.8 75.8 64.8 89.7 29.2 12.0 86.5 18.3 9.4 IncremntDel: 0.2 0.1 0.1 12.0 36.1 3.9 50.0 7.0 0.0 169.8 1.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.51 1.51 1.00 1.63 1.63 Delay/Veh: 63.7 63.8 52.1 84.8 112 68.7 139.7 51.1 18.2 256.3 30.9 15.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.7 63.8 52.1 84.8 112 68.7 139.7 51.1 18.2 256.3 30.9 15.3 LOS by Move: E E D- F F E F D- B- F C B HCM2kAvgQ: 3 3 5 17 23 16 6 65 3 19 45 3 Note: Queue reported is the number of cars per lane.

Attachment 18

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COMPARE Fri Jun 23 14:46:17 2023 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #5329: CENTRAL EXPWY/BOWERS AVE

Signal=Protect/Rights=Overlap
Final Vol: 128 464 74***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

389***

2 Cycle Time (sec): 180

1 168

0 Loss Time (sec): 12

0 1280 3

Critical V/C: 0.718

3 2107***
0 Avg Crit Del (sec/veh): 52.0

0 67 1

Avg Delay (sec/veh): 48.3

2 197
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 271 877*** 131
Signal=Protect/Rights=Overlap

Base Vol: 271 877 131 74 464 128 389 1280 67 197 2107 168 Growth 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 Initial Bse: 271 877 131 74 464 128 389 1280 67 197 2107 168 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 271 877 131 74 464 128 389 1280 67 197 2107 168 User 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 PHF 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 PHF Volume: 271 877 131 74 464 128 389 1280 67 197 2107 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 271 877 131 74 464 128 389 1280 67 197 2107 168 PCE 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 MLF 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 FinalVolume: 271 877 131 74 464 128 389 1280 67 197 2107 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.15 0.07 0.02 0.08 0.07 0.12 0.22 0.04 0.06 0.37 0.10 Crit Moves: **** **** **** **** Green Time: 19.7 40.2 56.6 13.9 34.6 60.4 25.8 97.4 117.1 16.4 88.4 102.3 Volume/Cap: 0.79 0.69 0.24 0.30 0.42 0.22 0.86 0.42 0.06 0.69 0.75 0.17 Uniform Del: 78.1 64.2 45.7 78.5 63.9 42.9 75.4 24.4 11.4 79.3 37.0 18.6 IncremntDel: 11.4 1.6 0.2 0.7 0.3 0.2 15.5 0.1 0.0 6.8 1.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 89.5 65.8 46.0 79.2 64.2 43.1 90.9 24.5 11.5 86.1 38.2 18.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 89.5 65.8 46.0 79.2 64.2 43.1 90.9 24.5 11.5 86.1 38.2 18.6 LOS by Move: F E D E- E D F C B+ F D+ B- HCM2kAvgQ: 9 15 6 2 7 5 13 13 1 8 31 5 Note: Queue reported is the number of cars per lane.

Attachment 18

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COMPARE Fri Jun 23 14:46:17 2023 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #5329: CENTRAL EXPWY/BOWERS AVE

Signal=Protect/Rights=Overlap
Final Vol: 290 949*** 217
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

184

2 Cycle Time (sec): 190

1 101

0 Loss Time (sec): 12

0 2495*** 3

Critical V/C: 0.750

3 1420
0 Avg Crit Del (sec/veh): 66.4

0 187 1

Avg Delay (sec/veh): 56.0

2 178***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 133*** 564 340
Signal=Protect/Rights=Overlap

Base Vol: 133 564 340 217 949 290 184 2495 187 178 1420 101 Growth 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 Initial Bse: 133 564 340 217 949 290 184 2495 187 178 1420 101 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 133 564 340 217 949 290 184 2495 187 178 1420 101 User 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 PHF 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 PHF Volume: 133 564 340 217 949 290 184 2495 187 178 1420 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 133 564 340 217 949 290 184 2495 187 178 1420 101 PCE 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 MLF 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 FinalVolume: 133 564 340 217 949 290 184 2495 187 178 1420 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.10 0.19 0.07 0.17 0.17 0.06 0.44 0.11 0.06 0.25 0.06 Crit Moves: **** **** **** **** Green Time: 15.0 39.7 53.7 16.3 41.1 58.6 17.6 108 122.9 14.0 104 120.7 Volume/Cap: 0.53 0.47 0.69 0.80 0.77 0.54 0.63 0.77 0.17 0.77 0.45 0.09 Uniform Del: 84.1 65.9 60.6 85.3 70.0 54.4 83.1 31.5 13.2 86.4 25.7 13.4 IncremntDel: 2.3 0.3 4.0 15.7 3.0 1.1 4.4 1.2 0.1 14.2 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.07 1.88 2.22 1.00 0.68 0.48 Delay/Veh: 86.4 66.2 64.7 101.0 73.1 55.5 93.2 60.3 29.5 100.6 17.7 6.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.4 66.2 64.7 101.0 73.1 55.5 93.2 60.3 29.5 100.6 17.7 6.5 LOS by Move: F E E F E E+ F E C F B A HCM2kAvgQ: 4 9 19 8 18 15 6 43 9 8 11 1 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 127 of 186 ends

COMPARE Fri Jun 23 14:46:17 2023 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 383 1028*** 132
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

159

2 Cycle Time (sec): 191

1 97

0 Loss Time (sec): 12

0 164*** 2

Critical V/C: 0.450

2 473
0 Avg Crit Del (sec/veh): 66.2

0 181 1

Avg Delay (sec/veh): 59.0

2 155***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 470*** 2769 430
Signal=Protect/Rights=Overlap

Base Vol: 470 3147 430 132 1335 383 159 164 181 155 473 97 Growth 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 Initial Bse: 470 3147 430 132 1335 383 159 164 181 155 473 97 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 470 3147 430 132 1335 383 159 164 181 155 473 97 User Adj: 1.00 0.88 1.00 1.00 0.77 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 470 2769 430 132 1028 383 159 164 181 155 473 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 470 2769 430 132 1028 383 159 164 181 155 473 97 PCE 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 MLF 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 FinalVolume: 470 2769 430 132 1028 383 159 164 181 155 473 97 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.84 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1601 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.49 0.25 0.04 0.18 0.22 0.05 0.04 0.11 0.05 0.12 0.06 Crit Moves: **** **** **** **** Green Time: 26.7 99.8 112.9 18.9 90.8 104.9 14.1 36.3 63.0 13.1 35.3 54.2 Volume/Cap: 1.07 0.93 0.42 0.42 0.38 0.40 0.68 0.23 0.34 0.72 0.67 0.20 Uniform Del: 82.1 42.4 21.2 80.9 32.1 24.8 86.3 65.5 48.3 87.1 72.5 51.9 IncremntDel: 62.0 6.0 0.3 0.9 0.1 0.3 8.2 0.2 0.4 11.0 2.6 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.27 1.38 1.00 0.80 0.68 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 144.1 59.7 29.4 81.8 25.8 17.2 94.4 65.6 48.7 98.1 75.1 52.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 144.1 59.7 29.4 81.8 25.8 17.2 94.4 65.6 48.7 98.1 75.1 52.1 LOS by Move: F E+ C F C B F E D F E- D- HCM2kAvgQ: 22 54 19 4 9 9 6 4 8 6 13 4 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 128 of 186 ends

COMPARE Fri Jun 23 14:46:17 2023 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 156 2285*** 147
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

353

2 Cycle Time (sec): 190

1 143

0 Loss Time (sec): 12

0 548 2

Critical V/C: 1.072

2 228
0 Avg Crit Del (sec/veh): 99.7

0 749*** 1

Avg Delay (sec/veh): 77.0

2 426***
LOS: E-

Lanes: 2 0 3 0 1
Final Vol: 253*** 1028 180
Signal=Protect/Rights=Overlap

Base Vol: 253 1535 180 147 2856 156 353 548 749 426 228 143 Growth 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 Initial Bse: 253 1535 180 147 2856 156 353 548 749 426 228 143 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 253 1535 180 147 2856 156 353 548 749 426 228 143 User Adj: 1.00 0.67 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 253 1028 180 147 2285 156 353 548 749 426 228 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 1028 180 147 2285 156 353 548 749 426 228 143 PCE 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 MLF 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 FinalVolume: 253 1028 180 147 2285 156 353 548 749 426 228 143 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.08 0.18 0.10 0.05 0.40 0.09 0.11 0.14 0.47 0.14 0.06 0.08 Crit Moves: **** **** **** **** Green Time: 22.0 86.0 110.0 15.0 79.0 107.4 28.4 53.0 75.0 24.0 48.6 63.6 Volume/Cap: 0.69 0.40 0.18 0.59 0.96 0.16 0.75 0.52 1.18 1.07 0.23 0.24 Uniform Del: 80.8 34.7 18.8 84.5 54.1 19.7 77.4 57.7 57.5 83.0 56.0 45.8 IncremntDel: 5.7 0.1 0.1 3.8 11.3 0.1 6.6 0.4 98.6 65.2 0.1 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.83 0.62 1.00 1.15 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 86.4 29.0 11.8 88.3 73.6 26.3 83.9 58.2 156.1 148.2 56.1 46.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.4 29.0 11.8 88.3 73.6 26.3 83.9 58.2 156.1 148.2 56.1 46.0 LOS by Move: F C B+ F E C F E+ F F E+ D HCM2kAvgQ: 9 10 3 5 44 6 12 13 63 19 5 6 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 129 of 186 ends

COMPARE Fri Jun 23 14:46:17 2023 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 223 1034 92***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

473***

2 Cycle Time (sec): 173

1 505***

0 Loss Time (sec): 12

0 197 2

Critical V/C: 1.136

2 317
0 Avg Crit Del (sec/veh): 177.3

0 238 1

Avg Delay (sec/veh): 130.1

2 235
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 102 3528*** 104
Signal=Protect/Rights=Overlap

Base Vol: 102 4055 104 92 1188 223 473 197 238 235 317 505 Growth 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 Initial Bse: 102 4055 104 92 1188 223 473 197 238 235 317 505 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 4055 104 92 1188 223 473 197 238 235 317 505 User Adj: 1.00 0.87 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 102 3528 104 92 1034 223 473 197 238 235 317 505 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 3528 104 92 1034 223 473 197 238 235 317 505 PCE 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 MLF 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 FinalVolume: 102 3528 104 92 1034 223 473 197 238 235 317 505 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.62 0.06 0.03 0.18 0.13 0.15 0.05 0.14 0.07 0.08 0.29 Crit Moves: **** **** **** **** Green Time: 14.1 80.5 97.8 13.2 79.7 102.8 23.1 38.5 52.6 17.3 32.5 45.7 Volume/Cap: 0.72 1.33 0.11 0.38 0.39 0.21 1.12 0.23 0.45 0.75 0.44 1.09 Uniform Del: 77.5 46.3 17.4 76.0 30.7 16.3 75.0 55.1 48.5 75.7 62.2 63.6 IncremntDel: 15.8 151 0.0 1.0 0.1 0.1 82.4 0.1 0.6 9.4 0.4 69.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.82 0.65 1.00 0.82 0.59 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 93.3 189 11.4 77.0 25.4 9.7 157.4 55.3 49.1 85.1 62.7 132.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 93.3 189 11.4 77.0 25.4 9.7 157.4 55.3 49.1 85.1 62.7 132.8 LOS by Move: F F B+ E- C A F E+ D F E F HCM2kAvgQ: 6 96 2 3 9 3 20 4 11 8 7 37 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 130 of 186 ends

COMPARE Fri Jun 23 14:46:17 2023 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 425 2454*** 371
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol:

277

2 Cycle Time (sec): 190

1 197

0 Loss Time (sec): 12

0 496 2

Critical V/C: 0.930

2 230
0 Avg Crit Del (sec/veh): 80.8

0 687*** 1

Avg Delay (sec/veh): 64.8

2 151***
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 187*** 1117 202
Signal=Protect/Rights=Overlap

Base Vol: 187 1379 202 371 3409 425 277 496 687 151 230 197 Growth 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 Initial Bse: 187 1379 202 371 3409 425 277 496 687 151 230 197 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 187 1379 202 371 3409 425 277 496 687 151 230 197 User Adj: 1.00 0.81 1.00 1.00 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 187 1117 202 371 2454 425 277 496 687 151 230 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 1117 202 371 2454 425 277 496 687 151 230 197 PCE 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 MLF 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 FinalVolume: 187 1117 202 371 2454 425 277 496 687 151 230 197 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.11 0.20 0.12 0.12 0.43 0.24 0.09 0.13 0.39 0.05 0.06 0.11 Crit Moves: **** **** **** **** Green Time: 17.4 90.3 104.3 27.1 100 120.0 20.0 46.6 64.0 14.0 40.6 67.7 Volume/Cap: 1.17 0.41 0.21 0.83 0.82 0.38 0.84 0.53 1.17 0.65 0.28 0.32 Uniform Del: 86.3 32.5 21.8 79.2 37.4 17.1 83.4 62.3 63.0 85.6 62.5 44.3 IncremntDel:122.5 0.1 0.1 11.9 1.9 0.2 16.8 0.6 91.9 6.4 0.2 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.80 0.68 1.00 1.27 1.46 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 208.8 26.2 15.0 91.1 49.6 25.1 100.2 62.9 154.9 92.0 62.7 44.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 208.8 26.2 15.0 91.1 49.6 25.1 100.2 62.9 154.9 92.0 62.7 44.6 LOS by Move: F C B F D C F E F F E D HCM2kAvgQ: 16 10 4 12 40 17 10 12 57 5 5 9 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 131 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #1: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 556 1763 245***
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/23/2019 Rights=Overlap Lanes: Final Vol:

504***

2 Cycle Time (sec): 194

1 238

0 Loss Time (sec): 12

0 102 2

Critical V/C: 0.734

2 166***
0 Avg Crit Del (sec/veh): 60.9

0 290 1

Avg Delay (sec/veh): 48.6

2 59
LOS: D

Lanes: 2 0 4 0 1
Final Vol: 218 3097*** 42
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Oakmead Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 20 99 99 21 100 100 24 36 36 15 26 26 Y+R: 6.4 6.2 6.2 6.3 6.2 6.2 5.6 5.5 5.5 5.6 5.6 5.6 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 23 May 2019 << 7:45 AM - 8:45 AM Base Vol: 217 3051 42 245 1666 556 504 102 284 59 166 238 Growth 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 Initial Bse: 217 3051 42 245 1666 556 504 102 284 59 166 238 Added Vol: 1 46 0 0 97 0 0 0 6 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 218 3097 42 245 1763 556 504 102 290 59 166 238 User 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 PHF 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 PHF Volume: 218 3097 42 245 1763 556 504 102 290 59 166 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 218 3097 42 245 1763 556 504 102 290 59 166 238 PCE 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 MLF 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 FinalVolume: 218 3097 42 245 1763 556 504 102 290 59 166 238 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.41 0.02 0.08 0.23 0.32 0.16 0.03 0.17 0.02 0.04 0.14 Crit Moves: **** **** **** **** Green Time: 19.6 98.8 114.2 20.7 99.8 124.2 24.4 35.5 55.1 15.4 26.4 47.1 Volume/Cap: 0.69 0.80 0.04 0.73 0.45 0.50 1.27 0.15 0.58 0.24 0.32 0.56 Uniform Del: 84.2 39.4 16.8 83.9 29.8 18.4 84.8 66.5 59.6 83.8 75.7 64.4 IncremntDel: 6.1 1.2 0.0 7.9 0.1 0.3 140.8 0.1 1.8 0.5 0.4 1.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.75 0.60 1.00 0.74 0.47 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 90.3 30.9 10.1 91.8 22.2 9.0 225.6 66.6 61.4 84.3 76.1 66.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 90.3 30.9 10.1 91.8 22.2 9.0 225.6 66.6 61.4 84.3 76.1 66.1 LOS by Move: F C B+ F C+ A F E E F E- E HCM2kAvgQ: 7 30 1 10 12 9 28 2 16 2 5 13 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 132 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #1: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 612 2961*** 399
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/23/2019 Rights=Overlap Lanes: Final Vol:

451***

2 Cycle Time (sec): 189

1 306

0 Loss Time (sec): 12

0 180 2

Critical V/C: 0.687

2 107***
0 Avg Crit Del (sec/veh): 57.0

0 229 1

Avg Delay (sec/veh): 50.8

2 55
LOS: D

Lanes: 2 0 4 0 1
Final Vol: 261*** 1761 51
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Oakmead Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 22 79 79 29 86 86 32 48 48 10 25 25 Y+R: 6.4 6.2 6.2 6.3 6.2 6.2 5.6 5.5 5.5 5.6 5.6 5.6 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 23 May 2019 <<
Base Vol: 255 1665 51 399 2916 612 451 180 228 55 107 306 Growth 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 Initial Bse: 255 1665 51 399 2916 612 451 180 228 55 107 306 Added Vol: 6 96 0 0 45 0 0 0 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 261 1761 51 399 2961 612 451 180 229 55 107 306 User 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 PHF 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 PHF Volume: 261 1761 51 399 2961 612 451 180 229 55 107 306 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 261 1761 51 399 2961 612 451 180 229 55 107 306 PCE 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 MLF 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 FinalVolume: 261 1761 51 399 2961 612 451 180 229 55 107 306 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.08 0.23 0.03 0.13 0.39 0.35 0.14 0.05 0.13 0.02 0.03 0.17 Crit Moves: **** **** **** **** Green Time: 21.5 78.4 88.7 28.6 85.4 117.6 32.2 47.2 68.7 10.3 25.3 53.8 Volume/Cap: 0.73 0.56 0.06 0.84 0.86 0.56 0.84 0.19 0.36 0.32 0.21 0.61 Uniform Del: 80.9 42.1 27.4 78.0 46.6 20.8 75.9 55.8 44.0 85.9 73.0 58.6 IncremntDel: 7.4 0.2 0.0 12.4 2.5 0.7 11.3 0.1 0.3 1.1 0.2 2.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.88 0.81 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 88.3 37.2 22.3 90.4 49.0 21.4 87.2 55.9 44.4 87.0 73.2 60.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 88.3 37.2 22.3 90.4 49.0 21.4 87.2 55.9 44.4 87.0 73.2 60.9 LOS by Move: F D+ C+ F D C+ F E+ D F E E HCM2kAvgQ: 9 16 1 16 40 22 17 4 10 2 3 17 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 133 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #1: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 556 1763 245***
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/23/2019 Rights=Overlap Lanes: Final Vol:

504***

2 Cycle Time (sec): 194

1 238

0 Loss Time (sec): 12

0 102 2

Critical V/C: 0.734

2 166***
0 Avg Crit Del (sec/veh): 60.9

0 290 1

Avg Delay (sec/veh): 48.6

2 59
LOS: D

Lanes: 2 0 4 0 1
Final Vol: 218 3097*** 42
Signal=Protect/Rights=Overlap

Attachment 18

Page 134 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #1: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 612 2961*** 399
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/23/2019 Rights=Overlap Lanes: Final Vol:

451***

2 Cycle Time (sec): 189

1 306

0 Loss Time (sec): 12

0 180 2

Critical V/C: 0.687

2 107***
0 Avg Crit Del (sec/veh): 57.0

0 229 1

Avg Delay (sec/veh): 50.8

2 55
LOS: D

Lanes: 2 0 4 0 1
Final Vol: 261*** 1761 51
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Oakmead Pkwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 22 79 79 29 86 86 32 48 48 10 25 25 Y+R: 6.4 6.2 6.2 6.3 6.2 6.2 5.6 5.5 5.5 5.6 5.6 5.6 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 23 May 2019 <<
Base Vol: 255 1665 51 399 2916 612 451 180 228 55 107 306 Growth 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 Initial Bse: 255 1665 51 399 2916 612 451 180 228 55 107 306 Added Vol: 6 96 0 0 45 0 0 0 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 261 1761 51 399 2961 612 451 180 229 55 107 306 User 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 PHF 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 PHF Volume: 261 1761 51 399 2961 612 451 180 229 55 107 306 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 261 1761 51 399 2961 612 451 180 229 55 107 306 PCE 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 MLF 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 FinalVolume: 261 1761 51 399 2961 612 451 180 229 55 107 306 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 135 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #3: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 603 1041 323***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

131***

2 Cycle Time (sec): 181

0 339

0 Loss Time (sec): 12

1 149 2

Critical V/C: 1.034

1 410***
0 Avg Crit Del (sec/veh): 113.5

0 177 1

Avg Delay (sec/veh): 74.1

2 115
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 285 3521*** 448
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 25 101 101 17 93 93 13 29 29 11 27 27 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 285 4047 401 197 1197 603 131 149 141 115 410 339 Growth 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 Initial Bse: 285 4047 401 197 1197 603 131 149 141 115 410 339 Added Vol: 0 0 47 126 0 0 0 0 36 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 285 4047 448 323 1197 603 131 149 177 115 410 339 User Adj: 1.00 0.87 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 285 3521 448 323 1041 603 131 149 177 115 410 339 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 285 3521 448 323 1041 603 131 149 177 115 410 339 PCE 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 MLF 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 FinalVolume: 285 3521 448 323 1041 603 131 149 177 115 410 339 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.94 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.07 0.93 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2010 1662 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.62 0.26 0.10 0.18 0.34 0.04 0.04 0.10 0.04 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 25.2 101 111.8 17.1 93.1 105.9 12.8 28.8 54.0 10.8 26.9 44.0 Volume/Cap: 0.65 1.11 0.41 1.09 0.36 0.59 0.59 0.25 0.34 0.61 1.37 0.84 Uniform Del: 73.7 40.0 17.8 81.9 26.1 23.8 81.5 66.6 49.6 83.0 77.1 65.1 IncremntDel: 3.4 53.4 0.3 76.8 0.1 0.9 4.1 0.2 0.4 5.8 179 7.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.67 0.53 1.00 0.74 0.61 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 77.2 80.1 9.7 158.7 19.5 15.4 85.6 66.8 50.0 88.9 256 72.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 77.2 80.1 9.7 158.7 19.5 15.4 85.6 66.8 50.0 88.9 256 72.2 LOS by Move: E- F A F B- B F E D F F E HCM2kAvgQ: 8 74 7 16 8 15 5 4 8 5 35 22 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 136 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #3: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 113 2902 553***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

323

2 Cycle Time (sec): 190

0 339

0 Loss Time (sec): 12

1 574 2

Critical V/C: 0.958

1 207
0 Avg Crit Del (sec/veh): 238.4

0 790*** 1

Avg Delay (sec/veh): 138.6

2 339***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 77 1070*** 420
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 9 85 85 27 103 103 16 33 33 22 39 39 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 4:15 PM - 5:15 PM Base Vol: 77 1337 402 502 3673 113 323 574 708 339 207 339 Growth 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 Initial Bse: 77 1337 402 502 3673 113 323 574 708 339 207 339 Added Vol: 0 0 18 51 0 0 0 0 82 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 1337 420 553 3673 113 323 574 790 339 207 339 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 77 1070 420 553 2902 113 323 574 790 339 207 339 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 1070 420 553 2902 113 323 574 790 339 207 339 PCE 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 MLF 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 FinalVolume: 77 1070 420 553 2902 113 323 574 790 339 207 339 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.19 0.24 0.18 0.51 0.06 0.10 0.15 0.45 0.11 0.11 0.19 Crit Moves: **** **** **** **** Green Time: 8.9 84.9 106.6 26.9 103 118.9 15.8 33.0 41.9 21.7 38.9 65.8 Volume/Cap: 0.52 0.42 0.43 1.24 0.94 0.10 1.23 0.87 2.05 0.94 0.53 0.56 Uniform Del: 88.5 35.8 24.1 81.5 40.5 14.2 87.1 76.4 74.1 83.5 67.4 50.3 IncremntDel: 3.4 0.1 0.3 125.8 6.5 0.0 133.2 12.0 480.2 32.8 0.5 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.03 1.54 1.85 1.11 1.79 2.11 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 94.7 55.2 44.9 216.3 79.0 30.1 220.3 88.4 554.3 116.3 68.0 51.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 94.7 55.2 44.9 216.3 79.0 30.1 220.3 88.4 554.3 116.3 68.0 51.1 LOS by Move: F E+ D F E- C F F F F E D- HCM2kAvgQ: 3 18 22 29 58 5 18 19 102 15 11 17 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 137 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #3: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 603 1041 323***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

131***

2 Cycle Time (sec): 181

0 339

0 Loss Time (sec): 12

1 149 2

Critical V/C: 1.034

1 410***
0 Avg Crit Del (sec/veh): 113.5

0 177 1

Avg Delay (sec/veh): 74.1

2 115
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 285 3521*** 448
Signal=Protect/Rights=Overlap

Attachment 18

Page 138 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #3: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 113 2902 553***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

323

2 Cycle Time (sec): 190

0 339

0 Loss Time (sec): 12

1 574 2

Critical V/C: 0.958

1 207
0 Avg Crit Del (sec/veh): 238.4

0 790*** 1

Avg Delay (sec/veh): 138.6

2 339***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 77 1070*** 420
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 9 85 85 27 103 103 16 33 33 22 39 39 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 4:15 PM - 5:15 PM Base Vol: 77 1337 402 502 3673 113 323 574 708 339 207 339 Growth 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 Initial Bse: 77 1337 402 502 3673 113 323 574 708 339 207 339 Added Vol: 0 0 18 51 0 0 0 0 82 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 1337 420 553 3673 113 323 574 790 339 207 339 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 77 1070 420 553 2902 113 323 574 790 339 207 339 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 1070 420 553 2902 113 323 574 790 339 207 339 PCE 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 MLF 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 FinalVolume: 77 1070 420 553 2902 113 323 574 790 339 207 339 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Attachment 18

Page 139 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project AM
Intersection #8: San Zeno Way & Sonora Court

Signal=Uncontrol/Rights=Include
Final Vol: 102 40 0
Lanes: 0 1 0 0 0

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

60 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 1!

Critical V/C: 0.164

0 0
0 Avg Crit Del (sec/veh): 5.0

0 98 0

Avg Delay (sec/veh): 5.0

0 0
LOS: B

Lanes: 0 1 0 0 0
Final Vol: 190 224 0
Signal=Uncontrol/Rights=Include

Base Vol: 18 224 0 0 40 37 24 0 37 0 0 0 Growth 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 Initial Bse: 18 224 0 0 40 37 24 0 37 0 0 0 Added Vol: 172 0 0 0 0 65 36 0 61 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 190 224 0 0 40 102 60 0 98 0 0 0 User 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 PHF 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 PHF Volume: 190 224 0 0 40 102 60 0 98 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 190 224 0 0 40 102 60 0 98 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: 142 xxxx xxxxx xxxx xxxx xxxxx 695 695 91 xxxx xxxx xxxxx Potent Cap.: 1453 xxxx xxxxx xxxx xxxx xxxxx 411 368 972 xxxx xxxx xxxxx Move Cap.: 1453 xxxx xxxxx xxxx xxxx xxxxx 365 314 972 xxxx xxxx xxxxx Volume/Cap: 0.13 xxxx xxxx xxxx xxxx xxxx 0.16 0.00 0.10 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 596 xxxxx xxxx xxxx xxxxx SharedQueue: 0.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.2 xxxxx xxxxx xxxx xxxxx Shared LOS: A * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 13.2 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.

Page 140 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 190 224 0 0 40 102 60 0 98 0 0 0 ApproachDel: xxxxxx xxxxxx 13.2 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.6]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=158]
SUCCEED - Approach volume greater than or equal to 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=714] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #8 San Zeno Way & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 190 224 0 0 40 102 60 0 98 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 556
Minor Approach Volume: 158
Minor Approach Volume Threshold: 376
--------------------------------------------------------------------------------

Attachment 18

Page 141 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project PM
Intersection #8: San Zeno Way & Sonora Court

Signal=Uncontrol/Rights=Include
Final Vol: 55 76 0
Lanes: 0 0 0 0 0

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

131

0 Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.380

0 0
0 Avg Crit Del (sec/veh): 7.4

0 205 0

Avg Delay (sec/veh): 7.4

0 0
LOS: C

Lanes: 0 0 0 0 0
Final Vol: 110 455 0
Signal=Uncontrol/Rights=Include

Base Vol: 41 455 0 0 76 27 49 0 56 0 0 0 Growth 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 Initial Bse: 41 455 0 0 76 27 49 0 56 0 0 0 Added Vol: 69 0 0 0 0 28 82 0 149 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 455 0 0 76 55 131 0 205 0 0 0 User 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 PHF 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 PHF Volume: 110 455 0 0 76 55 131 0 205 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 110 455 0 0 76 55 131 0 205 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: 131 xxxx xxxxx xxxx xxxx xxxxx 779 779 104 xxxx xxxx xxxxx Potent Cap.: 1467 xxxx xxxxx xxxx xxxx xxxxx 367 330 957 xxxx xxxx xxxxx Move Cap.: 1467 xxxx xxxxx xxxx xxxx xxxxx 345 303 957 xxxx xxxx xxxxx Volume/Cap: 0.07 xxxx xxxx xxxx xxxx xxxx 0.38 0.00 0.21 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 566 xxxxx xxxx xxxx xxxxx SharedQueue: 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 3.9 xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 20.2 xxxxx xxxxx xxxx xxxxx Shared LOS: A * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 20.2 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.

Page 142 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 110 455 0 0 76 55 131 0 205 0 0 0 ApproachDel: xxxxxx xxxxxx 20.2 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=1.9]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=336]
SUCCEED - Approach volume greater than or equal to 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=1032] SUCCEED - Total volume greater than or equal to 650 for intersection with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #8 San Zeno Way & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 110 455 0 0 76 55 131 0 205 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 696
Minor Approach Volume: 336
Minor Approach Volume Threshold: 316
--------------------------------------------------------------------------------

Attachment 18

Page 143 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project AM
Intersection #8: San Zeno Way & Sonora Court

Signal=Uncontrol/Rights=Include
Final Vol: 102 40 0
Lanes: 0 1 0 0 0

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

60 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 1!

Critical V/C: 0.164

0 0
0 Avg Crit Del (sec/veh): 5.0

0 98 0

Avg Delay (sec/veh): 5.0

0 0
LOS: B

Lanes: 0 1 0 0 0
Final Vol: 190 224 0
Signal=Uncontrol/Rights=Include

Page 144 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 190 224 0 0 40 102 60 0 98 0 0 0 ApproachDel: xxxxxx xxxxxx 13.2 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.6]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=158]
SUCCEED - Approach volume greater than or equal to 100 for one lane approach.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #8 San Zeno Way & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 190 224 0 0 40 102 60 0 98 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 556
Minor Approach Volume: 158
Minor Approach Volume Threshold: 376
--------------------------------------------------------------------------------

Attachment 18

Page 145 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project PM
Intersection #8: San Zeno Way & Sonora Court

Signal=Uncontrol/Rights=Include
Final Vol: 55 76 0
Lanes: 0 0 0 0 0

Signal=Stop

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

131

0 Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 0 0

Critical V/C: 0.380

0 0
0 Avg Crit Del (sec/veh): 7.4

0 205 0

Avg Delay (sec/veh): 7.4

0 0
LOS: C

Lanes: 0 0 0 0 0
Final Vol: 110 455 0
Signal=Uncontrol/Rights=Include

Page 146 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 110 455 0 0 76 55 131 0 205 0 0 0 ApproachDel: xxxxxx xxxxxx 20.2 xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=1.9]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=336]
SUCCEED - Approach volume greater than or equal to 100 for one lane approach.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #8 San Zeno Way & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 110 455 0 0 76 55 131 0 205 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 696
Minor Approach Volume: 336
Minor Approach Volume Threshold: 316
--------------------------------------------------------------------------------

Attachment 18

Page 147 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project AM
Intersection #9: 1154 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 61 0

Critical V/C: 0.096

0 55
1 Avg Crit Del (sec/veh): 5.1

1 0 0

Avg Delay (sec/veh): 5.1

0 149
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 0 60
Signal=Stop/Rights=Include

Street Name: 1154 Sonora Court Dwy Sonora Court Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 61 0 0 55 0 Growth 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 Initial Bse: 0 0 0 0 0 0 0 61 0 0 55 0 Added Vol: 0 0 60 0 0 0 0 0 0 149 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 60 0 0 0 0 61 0 149 55 0 User 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 PHF 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 PHF Volume: 0 0 60 0 0 0 0 61 0 149 55 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 60 0 0 0 0 61 0 149 55 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 61 xxxx xxxx xxxxx xxxx xxxx xxxxx 61 xxxx xxxxx Potent Cap.: xxxx xxxx 1010 xxxx xxxx xxxxx xxxx xxxx xxxxx 1555 xxxx xxxxx Move Cap.: xxxx xxxx 1010 xxxx xxxx xxxxx xxxx xxxx xxxxx 1555 xxxx xxxxx Volume/Cap: xxxx xxxx 0.06 xxxx xxxx xxxx xxxx xxxx xxxx 0.10 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.2 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx 8.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx LOS by Move: * * A * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.3 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx Shared LOS: * * * * * * * * * A * * ApproachDel: 8.8 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #9 1154 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
Attachment 18

Page 148 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 60 0 0 0 0 61 0 149 55 0 ApproachDel: 8.8 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=60]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=325] FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #9 1154 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 60 0 0 0 0 61 0 149 55 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 265
Minor Approach Volume: 60
Minor Approach Volume Threshold: 574
--------------------------------------------------------------------------------

Attachment 18

Page 149 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-19
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project PM
Intersection #9: 1154 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 105 0

Critical V/C: 0.152

0 68
0 Avg Crit Del (sec/veh): 4.8

0 0 0

Avg Delay (sec/veh): 4.8

0 61
LOS: A

Lanes: 0 0 0 0 0
Final Vol: 0 0 145
Signal=Stop/Rights=Include

Base Vol: 0 0 0 0 0 0 0 105 0 0 68 0 Growth 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 Initial Bse: 0 0 0 0 0 0 0 105 0 0 68 0 Added Vol: 0 0 145 0 0 0 0 0 0 61 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 145 0 0 0 0 105 0 61 68 0 User 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 PHF 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 PHF Volume: 0 0 145 0 0 0 0 105 0 61 68 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 145 0 0 0 0 105 0 61 68 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 105 xxxx xxxx xxxxx xxxx xxxx xxxxx 105 xxxx xxxxx Potent Cap.: xxxx xxxx 955 xxxx xxxx xxxxx xxxx xxxx xxxxx 1499 xxxx xxxxx Move Cap.: xxxx xxxx 955 xxxx xxxx xxxxx xxxx xxxx xxxxx 1499 xxxx xxxxx Volume/Cap: xxxx xxxx 0.15 xxxx xxxx xxxx xxxx xxxx xxxx 0.04 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.5 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx 9.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * A * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * * * * * * * * * A * * ApproachDel: 9.4 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane.

Page 150 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-20
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 145 0 0 0 0 105 0 61 68 0 ApproachDel: 9.4 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.4]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=145]
SUCCEED - Approach volume greater than or equal to 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=379] FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #9 1154 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 145 0 0 0 0 105 0 61 68 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 234
Minor Approach Volume: 145
Minor Approach Volume Threshold: 607
--------------------------------------------------------------------------------

Attachment 18

Page 151 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project AM
Intersection #9: 1154 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 61 0

Critical V/C: 0.096

0 55
1 Avg Crit Del (sec/veh): 5.1

1 0 0

Avg Delay (sec/veh): 5.1

0 149
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 0 60
Signal=Stop/Rights=Include

Page 152 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 60 0 0 0 0 61 0 149 55 0 ApproachDel: 8.8 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=60]
FAIL - Approach volume less than 100 for one lane approach.

Attachment 18

Page 153 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project PM
Intersection #9: 1154 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 105 0

Critical V/C: 0.152

0 68
0 Avg Crit Del (sec/veh): 4.8

0 0 0

Avg Delay (sec/veh): 4.8

0 61
LOS: A

Lanes: 0 0 0 0 0
Final Vol: 0 0 145
Signal=Stop/Rights=Include

Page 154 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 145 0 0 0 0 105 0 61 68 0 ApproachDel: 9.4 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.4]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=145]
SUCCEED - Approach volume greater than or equal to 100 for one lane approach.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #9 1154 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 145 0 0 0 0 105 0 61 68 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 234
Minor Approach Volume: 145
Minor Approach Volume Threshold: 607
--------------------------------------------------------------------------------

Attachment 18

Page 155 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project AM
Intersection #10: 1170 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 121 0

Critical V/C: 0.059

0 204
1 Avg Crit Del (sec/veh): 2.2

1 0 0

Avg Delay (sec/veh): 2.2

0 88
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 0 37
Signal=Stop/Rights=Include

Street Name: 1170 Sonora Court Dwy Sonora Court Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 61 0 0 55 0 Growth 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 Initial Bse: 0 0 0 0 0 0 0 61 0 0 55 0 Added Vol: 0 0 37 0 0 0 0 60 0 88 149 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 37 0 0 0 0 121 0 88 204 0 User 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 PHF 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 PHF Volume: 0 0 37 0 0 0 0 121 0 88 204 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 37 0 0 0 0 121 0 88 204 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 121 xxxx xxxx xxxxx xxxx xxxx xxxxx 121 xxxx xxxxx Potent Cap.: xxxx xxxx 936 xxxx xxxx xxxxx xxxx xxxx xxxxx 1479 xxxx xxxxx Move Cap.: xxxx xxxx 936 xxxx xxxx xxxxx xxxx xxxx xxxxx 1479 xxxx xxxxx Volume/Cap: xxxx xxxx 0.04 xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx 9.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx LOS by Move: * * A * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx Shared LOS: * * * * * * * * * A * * ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A * * * Note: Queue reported is the number of cars per lane.

Peak Hour Delay Signal Warrant Report
******************************************************************************** Intersection #10 1170 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
Attachment 18

Page 156 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 37 0 0 0 0 121 0 88 204 0 ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=37]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=450] FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #10 1170 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 37 0 0 0 0 121 0 88 204 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 413
Minor Approach Volume: 37
Minor Approach Volume Threshold: 455
--------------------------------------------------------------------------------

Attachment 18

Page 157 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project PM
Intersection #10: 1170 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 250 0

Critical V/C: 0.108

0 129
0 Avg Crit Del (sec/veh): 2.3

0 0 0

Avg Delay (sec/veh): 2.3

0 36
LOS: B

Lanes: 0 0 0 0 0
Final Vol: 0 0 86
Signal=Stop/Rights=Include

Base Vol: 0 0 0 0 0 0 0 105 0 0 68 0 Growth 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 Initial Bse: 0 0 0 0 0 0 0 105 0 0 68 0 Added Vol: 0 0 86 0 0 0 0 145 0 36 61 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 86 0 0 0 0 250 0 36 129 0 User 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 PHF 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 PHF Volume: 0 0 86 0 0 0 0 250 0 36 129 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 86 0 0 0 0 250 0 36 129 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 250 xxxx xxxx xxxxx xxxx xxxx xxxxx 250 xxxx xxxxx Potent Cap.: xxxx xxxx 794 xxxx xxxx xxxxx xxxx xxxx xxxxx 1327 xxxx xxxxx Move Cap.: xxxx xxxx 794 xxxx xxxx xxxxx xxxx xxxx xxxxx 1327 xxxx xxxxx Volume/Cap: xxxx xxxx 0.11 xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.4 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Control Del:xxxxx xxxx 10.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: * * B * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx Shared LOS: * * * * * * * * * A * * ApproachDel: 10.1 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane.

Page 158 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 86 0 0 0 0 250 0 36 129 0 ApproachDel: 10.1 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.2]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=86]
FAIL - Approach volume less than 100 for one lane approach.

Signal Warrant Rule #3: [approach count=3][total volume=501] FAIL - Total volume less than 650 for intersection
with less than four approaches.
--------------------------------------------------------------------------------

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #10 1170 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 86 0 0 0 0 250 0 36 129 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 415
Minor Approach Volume: 86
Minor Approach Volume Threshold: 454
--------------------------------------------------------------------------------

Attachment 18

Page 159 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project AM
Intersection #10: 1170 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 121 0

Critical V/C: 0.059

0 204
1 Avg Crit Del (sec/veh): 2.2

1 0 0

Avg Delay (sec/veh): 2.2

0 88
LOS: A

Lanes: 0 0 1! 0 0
Final Vol: 0 0 37
Signal=Stop/Rights=Include

Page 160 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 37 0 0 0 0 121 0 88 204 0 ApproachDel: 9.0 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.1]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=37]
FAIL - Approach volume less than 100 for one lane approach.

Attachment 18

Page 161 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-31
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Background + Project PM
Intersection #10: 1170 Sonora Court Dwy & Sonora Court

Signal=Stop/Rights=Include
Final Vol: 0 0 0
Lanes: 0 0 0 0 0

Signal=Uncontrol

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 100

0 0

0 Loss Time (sec): 0

0 250 0

Critical V/C: 0.108

0 129
0 Avg Crit Del (sec/veh): 2.3

0 0 0

Avg Delay (sec/veh): 2.3

0 36
LOS: B

Lanes: 0 0 0 0 0
Final Vol: 0 0 86
Signal=Stop/Rights=Include

Page 162 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-32
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 86 0 0 0 0 250 0 36 129 0 ApproachDel: 10.1 xxxxxx xxxxxx xxxxxx ------------|---------------||---------------||---------------||---------------| Approach[northbound][lanes=1][control=Stop Sign]
Signal Warrant Rule #1: [vehicle-hours=0.2]
FAIL - Vehicle-hours less than 4 for one lane approach.

Signal Warrant Rule #2: [approach volume=86]
FAIL - Approach volume less than 100 for one lane approach.

Peak Hour Volume Signal Warrant Report [Urban]
******************************************************************************** Intersection #10 1170 Sonora Court Dwy & Sonora Court
******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met
------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 86 0 0 0 0 250 0 36 129 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 415
Minor Approach Volume: 86
Minor Approach Volume Threshold: 454
--------------------------------------------------------------------------------

Attachment 18

Page 163 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 163 89*** 162
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

231***

2 Cycle Time (sec): 130

1 228

0 Loss Time (sec): 12

0 567 2

Critical V/C: 0.639

3 1376***
1 Avg Crit Del (sec/veh): 40.3

0 208 0

Avg Delay (sec/veh): 38.2

2 262
LOS: D+

Lanes: 1 1 0 0 1
Final Vol: 494 196*** 152
Signal=Split/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 494 166 152 157 78 163 231 567 208 262 1376 216 Growth 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 Initial Bse: 494 166 152 157 78 163 231 567 208 262 1376 216 Added Vol: 0 30 0 5 11 0 0 0 0 0 0 12 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 494 196 152 162 89 163 231 567 208 262 1376 228 User 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 PHF 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 PHF Volume: 494 196 152 162 89 163 231 567 208 262 1376 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 494 196 152 162 89 163 231 567 208 262 1376 228 PCE 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 MLF 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 FinalVolume: 494 196 152 162 89 163 231 567 208 262 1376 228 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 1.00 0.95 0.83 1.00 0.92 Lanes: 1.44 0.56 1.00 1.30 0.70 1.00 2.00 2.17 0.83 2.00 3.00 1.00 Final Sat.: 2541 1008 1750 2291 1259 1750 3150 4095 1502 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.19 0.09 0.07 0.07 0.09 0.07 0.14 0.14 0.08 0.24 0.13 Crit Moves: **** **** **** **** Green Time: 39.6 39.6 63.6 14.4 14.4 29.3 14.9 40.0 40.0 24.0 49.1 63.5 Volume/Cap: 0.64 0.64 0.18 0.64 0.64 0.41 0.64 0.45 0.45 0.45 0.64 0.27 Uniform Del: 39.1 39.1 18.6 55.3 55.3 43.0 55.0 36.1 36.1 47.1 33.2 19.5 IncremntDel: 1.3 1.3 0.1 3.5 3.5 0.7 3.8 0.2 0.2 0.6 0.7 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 40.3 40.3 18.7 58.8 58.8 43.7 58.8 36.3 36.3 47.7 33.8 19.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 40.3 18.7 58.8 58.8 43.7 58.8 36.3 36.3 47.7 33.8 19.7 LOS by Move: D D B- E+ E+ D E+ D+ D+ D C- B- HCM2kAvgQ: 13 13 4 5 5 6 5 8 8 5 15 5 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 164 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 304 149*** 528
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/15/2018 Rights=Overlap Lanes: Final Vol:

210

2 Cycle Time (sec): 100

1 168

0 Loss Time (sec): 12

0 1554*** 2

Critical V/C: 0.799

3 821
1 Avg Crit Del (sec/veh): 35.5

0 307 0

Avg Delay (sec/veh): 32.5

2 139***
LOS: C-

Lanes: 1 1 0 0 1
Final Vol: 395 86*** 201
Signal=Split/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2018 << 5:15 - 6:15 PM Base Vol: 395 75 201 516 120 304 210 1554 307 139 821 163 Growth 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 Initial Bse: 395 75 201 516 120 304 210 1554 307 139 821 163 Added Vol: 0 11 0 12 29 0 0 0 0 0 0 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 395 86 201 528 149 304 210 1554 307 139 821 168 User 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 PHF 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 PHF Volume: 395 86 201 528 149 304 210 1554 307 139 821 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 395 86 201 528 149 304 210 1554 307 139 821 168 PCE 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 MLF 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 FinalVolume: 395 86 201 528 149 304 210 1554 307 139 821 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.65 0.35 1.00 1.57 0.43 1.00 2.00 2.49 0.51 2.00 3.00 1.00 Final Sat.: 2915 635 1750 2769 781 1750 3150 4675 924 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.14 0.11 0.19 0.19 0.17 0.07 0.33 0.33 0.04 0.14 0.10 Crit Moves: **** **** **** **** Green Time: 16.7 16.7 23.7 23.5 23.5 39.1 15.7 40.9 40.9 7.0 32.2 55.7 Volume/Cap: 0.81 0.81 0.49 0.81 0.81 0.44 0.43 0.81 0.81 0.63 0.45 0.17 Uniform Del: 40.2 40.2 32.9 36.2 36.2 22.4 38.1 26.2 26.2 45.2 26.8 10.9 IncremntDel: 8.4 8.4 0.9 6.1 6.1 0.5 0.6 2.3 2.3 5.8 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 48.6 48.6 33.8 42.3 42.3 22.9 38.7 28.5 28.5 51.0 27.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.6 48.6 33.8 42.3 42.3 22.9 38.7 28.5 28.5 51.0 27.0 11.0 LOS by Move: D D C- D D C+ D+ C C D- C B+ HCM2kAvgQ: 10 10 6 10 10 7 3 18 18 3 6 3 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 165 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-35
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 163 89*** 162
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

231***

2 Cycle Time (sec): 130

1 228

0 Loss Time (sec): 12

0 567 2

Critical V/C: 0.639

3 1376***
1 Avg Crit Del (sec/veh): 40.3

0 208 0

Avg Delay (sec/veh): 38.2

2 262
LOS: D+

Lanes: 1 1 0 0 1
Final Vol: 494 196*** 152
Signal=Split/Rights=Overlap

Attachment 18

Page 166 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-36
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 304 149*** 528
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/15/2018 Rights=Overlap Lanes: Final Vol:

210

2 Cycle Time (sec): 100

1 168

0 Loss Time (sec): 12

0 1554*** 2

Critical V/C: 0.799

3 821
1 Avg Crit Del (sec/veh): 35.5

0 307 0

Avg Delay (sec/veh): 32.5

2 139***
LOS: C-

Lanes: 1 1 0 0 1
Final Vol: 395 86*** 201
Signal=Split/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2018 << 5:15 - 6:15 PM Base Vol: 395 75 201 516 120 304 210 1554 307 139 821 163 Growth 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 Initial Bse: 395 75 201 516 120 304 210 1554 307 139 821 163 Added Vol: 0 11 0 12 29 0 0 0 0 0 0 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 395 86 201 528 149 304 210 1554 307 139 821 168 User 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 PHF 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 PHF Volume: 395 86 201 528 149 304 210 1554 307 139 821 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 395 86 201 528 149 304 210 1554 307 139 821 168 PCE 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 MLF 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 FinalVolume: 395 86 201 528 149 304 210 1554 307 139 821 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 167 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5325: CENTRAL EXPWY/CORVIN DR-OAKMEAD PKWY

Signal=Permit/Rights=Overlap
Final Vol: 133 21 38
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/15/2017 Rights=Overlap Lanes: Final Vol:

372***

1 Cycle Time (sec): 190

1 367

0 Loss Time (sec): 9

0 1426 2

Critical V/C: 0.963

2 2237***
0 Avg Crit Del (sec/veh): 83.1

0 125 1

Avg Delay (sec/veh): 64.3

1 48
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 203*** 181 59
Signal=Permit/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 29 29 29 30 30 30 31 124 124 20 113 113 Y+R: 5.7 5.7 5.7 5.5 5.5 5.5 5.0 6.2 6.2 5.1 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 193 134 54 38 21 133 372 1426 125 48 2215 367 Growth 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 Initial Bse: 193 134 54 38 21 133 372 1426 125 48 2215 367 Added Vol: 10 47 5 0 0 0 0 0 0 0 22 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 203 181 59 38 21 133 372 1426 125 48 2237 367 User 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 PHF 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 PHF Volume: 203 181 59 38 21 133 372 1426 125 48 2237 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 181 59 38 21 133 372 1426 125 48 2237 367 PCE 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 MLF 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 FinalVolume: 203 181 59 38 21 133 372 1426 125 48 2237 367 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.49 0.51 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1750 2790 909 1750 1900 1750 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.06 0.06 0.02 0.01 0.08 0.21 0.38 0.07 0.03 0.59 0.21 Crit Moves: **** **** **** Green Time: 29.3 29.3 49.2 29.5 29.5 60.5 31.0 124 123.8 19.9 113 112.8 Volume/Cap: 0.75 0.42 0.25 0.14 0.07 0.24 1.30 0.58 0.11 0.26 0.99 0.35 Uniform Del: 76.9 72.7 55.8 69.3 68.5 47.8 79.5 18.5 12.4 78.3 38.1 19.8 IncremntDel: 11.3 0.5 0.1 0.2 0.1 0.2 159.3 0.3 0.0 0.8 16.9 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.13 2.25 2.25 1.00 1.00 1.00 Delay/Veh: 88.2 73.2 55.9 69.5 68.6 48.0 249.2 41.8 27.9 79.1 55.1 20.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 88.2 73.2 55.9 69.5 68.6 48.0 249.2 41.8 27.9 79.1 55.1 20.1 LOS by Move: F E E+ E E D F D C E- E+ C+ HCM2kAvgQ: 12 6 5 2 1 6 36 35 6 3 67 11 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 168 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-38
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5325: CENTRAL EXPWY/CORVIN DR-OAKMEAD PKWY

Signal=Permit/Rights=Overlap
Final Vol: 282 355*** 270
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

72 1

Cycle Time (sec): 190

1 82

0 Loss Time (sec): 12

0 2306*** 2

Critical V/C: 0.970

2 1945
0 Avg Crit Del (sec/veh): 73.1

0 83 1

Avg Delay (sec/veh): 58.2

1 202***
LOS: E+

Lanes: 1 0 1 1 0
Final Vol: 74 165 131
Signal=Permit/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 36 36 36 37 37 37 9 124 124 13 128 128 Y+R: 5.7 5.7 5.7 5.5 5.5 5.5 5.0 6.2 6.2 5.1 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 5:15 - 6:15 PM Base Vol: 51 63 111 270 355 282 72 2306 83 202 1940 82 Growth 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 Initial Bse: 51 63 111 270 355 282 72 2306 83 202 1940 82 Added Vol: 23 102 20 0 0 0 0 0 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 165 131 270 355 282 72 2306 83 202 1945 82 User 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 PHF 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 PHF Volume: 74 165 131 270 355 282 72 2306 83 202 1945 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 165 131 270 355 282 72 2306 83 202 1945 82 PCE 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 MLF 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 FinalVolume: 74 165 131 270 355 282 72 2306 83 202 1945 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.09 0.91 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1750 2061 1637 1750 1900 1750 1750 3800 1750 1750 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.08 0.08 0.15 0.19 0.16 0.04 0.61 0.05 0.12 0.51 0.05 Crit Moves: **** **** **** Green Time: 37.0 37.0 54.0 37.0 37.0 46.3 9.3 124 124.0 17.0 132 131.7 Volume/Cap: 0.22 0.41 0.28 0.79 0.96 0.66 0.84 0.93 0.07 1.29 0.74 0.07 Uniform Del: 64.3 67.0 52.9 72.8 75.8 64.8 89.7 29.2 12.0 86.5 18.3 9.4 IncremntDel: 0.3 0.4 0.1 12.0 36.1 3.9 50.0 7.0 0.0 169.8 1.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.51 1.51 1.00 1.63 1.63 Delay/Veh: 64.6 67.3 53.1 84.8 112 68.7 139.7 51.1 18.2 256.3 31.0 15.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.6 67.3 53.1 84.8 112 68.7 139.7 51.1 18.2 256.3 31.0 15.3 LOS by Move: E E D- F F E F D- B- F C B HCM2kAvgQ: 4 7 7 16 22 16 6 65 3 19 45 3 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 169 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5325: CENTRAL EXPWY/CORVIN DR-OAKMEAD PKWY

Signal=Permit/Rights=Overlap
Final Vol: 133 21 38
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/15/2017 Rights=Overlap Lanes: Final Vol:

372***

1 Cycle Time (sec): 190

1 367

0 Loss Time (sec): 9

0 1426 2

Critical V/C: 0.963

2 2237***
0 Avg Crit Del (sec/veh): 83.1

0 125 1

Avg Delay (sec/veh): 64.3

1 48
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 203*** 181 59
Signal=Permit/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 29 29 29 30 30 30 31 124 124 20 113 113 Y+R: 5.7 5.7 5.7 5.5 5.5 5.5 5.0 6.2 6.2 5.1 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 193 134 54 38 21 133 372 1426 125 48 2215 367 Growth 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 Initial Bse: 193 134 54 38 21 133 372 1426 125 48 2215 367 Added Vol: 10 47 5 0 0 0 0 0 0 0 22 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 203 181 59 38 21 133 372 1426 125 48 2237 367 User 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 PHF 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 PHF Volume: 203 181 59 38 21 133 372 1426 125 48 2237 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 203 181 59 38 21 133 372 1426 125 48 2237 367 PCE 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 MLF 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 FinalVolume: 203 181 59 38 21 133 372 1426 125 48 2237 367 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 170 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-40
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5325: CENTRAL EXPWY/CORVIN DR-OAKMEAD PKWY

Signal=Permit/Rights=Overlap
Final Vol: 282 355*** 270
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

72 1

Cycle Time (sec): 190

1 82

0 Loss Time (sec): 12

0 2306*** 2

Critical V/C: 0.970

2 1945
0 Avg Crit Del (sec/veh): 73.1

0 83 1

Avg Delay (sec/veh): 58.2

1 202***
LOS: E+

Lanes: 1 0 1 1 0
Final Vol: 74 165 131
Signal=Permit/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 36 36 36 37 37 37 9 124 124 13 128 128 Y+R: 5.7 5.7 5.7 5.5 5.5 5.5 5.0 6.2 6.2 5.1 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 5:15 - 6:15 PM Base Vol: 51 63 111 270 355 282 72 2306 83 202 1940 82 Growth 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 Initial Bse: 51 63 111 270 355 282 72 2306 83 202 1940 82 Added Vol: 23 102 20 0 0 0 0 0 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 165 131 270 355 282 72 2306 83 202 1945 82 User 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 PHF 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 PHF Volume: 74 165 131 270 355 282 72 2306 83 202 1945 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 165 131 270 355 282 72 2306 83 202 1945 82 PCE 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 MLF 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 FinalVolume: 74 165 131 270 355 282 72 2306 83 202 1945 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 171 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5329: CENTRAL EXPWY/BOWERS AVE

Signal=Protect/Rights=Overlap
Final Vol: 128 464 74***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/15/2017 Rights=Overlap Lanes: Final Vol:

389***

2 Cycle Time (sec): 180

1 168

0 Loss Time (sec): 12

0 1285 3

Critical V/C: 0.723

3 2129***
0 Avg Crit Del (sec/veh): 52.1

0 67 1

Avg Delay (sec/veh): 48.3

2 197
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 271 877*** 131
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 14 10 10 14 10 10 14 78 78 14 85 85 Y+R: 7.3 6.3 6.3 7.3 6.1 6.1 5.5 6.2 6.2 5.8 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 271 877 131 74 464 128 389 1280 67 197 2107 168 Growth 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 Initial Bse: 271 877 131 74 464 128 389 1280 67 197 2107 168 Added Vol: 0 0 0 0 0 0 0 5 0 0 22 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 271 877 131 74 464 128 389 1285 67 197 2129 168 User 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 PHF 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 PHF Volume: 271 877 131 74 464 128 389 1285 67 197 2129 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 271 877 131 74 464 128 389 1285 67 197 2129 168 PCE 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 MLF 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 FinalVolume: 271 877 131 74 464 128 389 1285 67 197 2129 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.09 0.15 0.07 0.02 0.08 0.07 0.12 0.23 0.04 0.06 0.37 0.10 Crit Moves: **** **** **** **** Green Time: 19.7 40.2 56.6 13.9 34.6 60.4 25.8 97.4 117.1 16.4 88.4 102.3 Volume/Cap: 0.79 0.69 0.24 0.30 0.42 0.22 0.86 0.42 0.06 0.69 0.76 0.17 Uniform Del: 78.1 64.2 45.7 78.5 63.9 42.9 75.4 24.5 11.4 79.3 37.2 18.6 IncremntDel: 11.4 1.6 0.2 0.7 0.3 0.2 15.5 0.1 0.0 6.8 1.3 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay 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 Delay/Veh: 89.5 65.8 46.0 79.2 64.2 43.1 90.9 24.6 11.5 86.1 38.5 18.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 89.5 65.8 46.0 79.2 64.2 43.1 90.9 24.6 11.5 86.1 38.5 18.6 LOS by Move: F E D E- E D F C B+ F D+ B- HCM2kAvgQ: 9 14 5 2 7 5 13 13 1 8 32 5 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 172 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-42
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5329: CENTRAL EXPWY/BOWERS AVE

Signal=Protect/Rights=Overlap
Final Vol: 290 949*** 217
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

184

2 Cycle Time (sec): 190

1 101

0 Loss Time (sec): 12

0 2515*** 3

Critical V/C: 0.754

3 1425
0 Avg Crit Del (sec/veh): 66.6

0 187 1

Avg Delay (sec/veh): 56.1

2 178***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 133*** 564 340
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 15 39 39 16 40 40 16 96 96 14 95 95 Y+R: 7.3 6.3 6.3 7.3 6.1 6.1 5.5 6.2 6.2 5.8 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 5:15 - 6:15 PM Base Vol: 133 564 340 217 949 290 184 2495 187 178 1420 101 Growth 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 Initial Bse: 133 564 340 217 949 290 184 2495 187 178 1420 101 Added Vol: 0 0 0 0 0 0 0 20 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 133 564 340 217 949 290 184 2515 187 178 1425 101 User 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 PHF 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 PHF Volume: 133 564 340 217 949 290 184 2515 187 178 1425 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 133 564 340 217 949 290 184 2515 187 178 1425 101 PCE 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 MLF 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 FinalVolume: 133 564 340 217 949 290 184 2515 187 178 1425 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.10 0.19 0.07 0.17 0.17 0.06 0.44 0.11 0.06 0.25 0.06 Crit Moves: **** **** **** **** Green Time: 15.0 39.6 53.6 16.2 40.8 58.4 17.6 108 123.2 14.0 105 120.8 Volume/Cap: 0.53 0.47 0.69 0.81 0.77 0.54 0.63 0.77 0.16 0.77 0.45 0.09 Uniform Del: 84.1 66.1 60.8 85.3 70.3 54.6 83.1 31.5 13.2 86.4 25.6 13.4 IncremntDel: 2.3 0.3 4.1 16.2 3.2 1.1 4.4 1.2 0.1 14.2 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.07 1.88 2.23 1.00 0.68 0.48 Delay/Veh: 86.4 66.4 64.9 101.5 73.4 55.7 93.1 60.5 29.4 100.6 17.5 6.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.4 66.4 64.9 101.5 73.4 55.7 93.1 60.5 29.4 100.6 17.5 6.5 LOS by Move: F E E F E E+ F E C F B A HCM2kAvgQ: 4 9 19 8 17 15 6 43 9 8 11 1 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 173 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5329: CENTRAL EXPWY/BOWERS AVE

Signal=Protect/Rights=Overlap
Final Vol: 128 464 74***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/15/2017 Rights=Overlap Lanes: Final Vol:

389***

2 Cycle Time (sec): 180

1 168

0 Loss Time (sec): 12

0 1285 3

Critical V/C: 0.723

3 2129***
0 Avg Crit Del (sec/veh): 52.1

0 67 1

Avg Delay (sec/veh): 48.3

2 197
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 271 877*** 131
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 14 10 10 14 10 10 14 78 78 14 85 85 Y+R: 7.3 6.3 6.3 7.3 6.1 6.1 5.5 6.2 6.2 5.8 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 271 877 131 74 464 128 389 1280 67 197 2107 168 Growth 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 Initial Bse: 271 877 131 74 464 128 389 1280 67 197 2107 168 Added Vol: 0 0 0 0 0 0 0 5 0 0 22 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 271 877 131 74 464 128 389 1285 67 197 2129 168 User 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 PHF 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 PHF Volume: 271 877 131 74 464 128 389 1285 67 197 2129 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 271 877 131 74 464 128 389 1285 67 197 2129 168 PCE 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 MLF 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 FinalVolume: 271 877 131 74 464 128 389 1285 67 197 2129 168 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 174 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-44
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5329: CENTRAL EXPWY/BOWERS AVE

Signal=Protect/Rights=Overlap
Final Vol: 290 949*** 217
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

184

2 Cycle Time (sec): 190

1 101

0 Loss Time (sec): 12

0 2515*** 3

Critical V/C: 0.754

3 1425
0 Avg Crit Del (sec/veh): 66.6

0 187 1

Avg Delay (sec/veh): 56.1

2 178***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 133*** 564 340
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 15 39 39 16 40 40 16 96 96 14 95 95 Y+R: 7.3 6.3 6.3 7.3 6.1 6.1 5.5 6.2 6.2 5.8 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 5:15 - 6:15 PM Base Vol: 133 564 340 217 949 290 184 2495 187 178 1420 101 Growth 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 Initial Bse: 133 564 340 217 949 290 184 2495 187 178 1420 101 Added Vol: 0 0 0 0 0 0 0 20 0 0 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 133 564 340 217 949 290 184 2515 187 178 1425 101 User 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 PHF 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 PHF Volume: 133 564 340 217 949 290 184 2515 187 178 1425 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 133 564 340 217 949 290 184 2515 187 178 1425 101 PCE 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 MLF 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 FinalVolume: 133 564 340 217 949 290 184 2515 187 178 1425 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 175 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-45
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 383 1107*** 132
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 4/4/2017 Rights=Overlap Lanes: Final Vol:

159

2 Cycle Time (sec): 191

1 144

0 Loss Time (sec): 12

0 164*** 2

Critical V/C: 0.465

2 473
0 Avg Crit Del (sec/veh): 64.8

0 181 1

Avg Delay (sec/veh): 58.7

2 155***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 470*** 2769 430
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 27 100 100 19 91 91 14 36 36 13 35 35 Y+R: 6.3 6.2 6.2 6.1 6.2 6.2 5.9 5.7 5.7 5.9 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 4 Apr 2017 << 7:45 AM - 8:45 AM Base Vol: 470 3147 430 132 1335 383 159 164 181 155 473 97 Growth 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 Initial Bse: 470 3147 430 132 1335 383 159 164 181 155 473 97 Added Vol: 0 0 0 0 103 0 0 0 0 0 0 47 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 470 3147 430 132 1438 383 159 164 181 155 473 144 User Adj: 1.00 0.88 1.00 1.00 0.77 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 470 2769 430 132 1107 383 159 164 181 155 473 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 470 2769 430 132 1107 383 159 164 181 155 473 144 PCE 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 MLF 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 FinalVolume: 470 2769 430 132 1107 383 159 164 181 155 473 144 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.15 0.49 0.25 0.04 0.19 0.22 0.05 0.04 0.11 0.05 0.12 0.08 Crit Moves: **** **** **** **** Green Time: 26.7 99.8 112.9 18.9 90.8 104.9 14.1 36.3 63.0 13.1 35.3 54.2 Volume/Cap: 1.07 0.93 0.42 0.42 0.41 0.40 0.68 0.23 0.34 0.72 0.67 0.29 Uniform Del: 82.1 42.4 21.2 80.9 32.6 24.8 86.3 65.5 48.3 87.1 72.5 53.4 IncremntDel: 62.0 6.0 0.3 0.9 0.1 0.3 8.2 0.2 0.4 11.0 2.6 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.27 1.38 1.00 0.80 0.68 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 144.1 59.7 29.4 81.8 26.3 17.2 94.4 65.6 48.7 98.1 75.1 53.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 144.1 59.7 29.4 81.8 26.3 17.2 94.4 65.6 48.7 98.1 75.1 53.7 LOS by Move: F E+ C F C B F E D F E- D- HCM2kAvgQ: 22 54 19 4 10 9 6 4 8 6 13 7 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 176 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-46
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 156 2322*** 147
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

353

2 Cycle Time (sec): 190

1 245

0 Loss Time (sec): 12

0 548 2

Critical V/C: 1.078

2 228
0 Avg Crit Del (sec/veh): 101.5

0 749*** 1

Avg Delay (sec/veh): 77.8

2 426***
LOS: E-

Lanes: 2 0 3 0 1
Final Vol: 253*** 1028 180
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 22 86 86 15 79 79 24 41 41 24 41 41 Y+R: 6.3 6.2 6.2 6.1 6.2 6.2 5.9 5.7 5.7 5.9 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 4:30 - 5:30 PM Base Vol: 253 1535 180 147 2856 156 353 548 749 426 228 143 Growth 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 Initial Bse: 253 1535 180 147 2856 156 353 548 749 426 228 143 Added Vol: 0 0 0 0 46 0 0 0 0 0 0 102 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 253 1535 180 147 2902 156 353 548 749 426 228 245 User Adj: 1.00 0.67 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 253 1028 180 147 2322 156 353 548 749 426 228 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 1028 180 147 2322 156 353 548 749 426 228 245 PCE 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 MLF 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 FinalVolume: 253 1028 180 147 2322 156 353 548 749 426 228 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.08 0.18 0.10 0.05 0.41 0.09 0.11 0.14 0.47 0.14 0.06 0.14 Crit Moves: **** **** **** **** Green Time: 22.0 86.0 110.0 15.0 79.0 107.4 28.4 53.0 75.0 24.0 48.6 63.6 Volume/Cap: 0.69 0.40 0.18 0.59 0.98 0.16 0.75 0.52 1.18 1.07 0.23 0.42 Uniform Del: 80.8 34.7 18.8 84.5 54.7 19.7 77.4 57.7 57.5 83.0 56.0 48.9 IncremntDel: 5.7 0.1 0.1 3.8 14.0 0.1 6.6 0.4 98.6 65.2 0.1 0.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.83 0.62 1.00 1.15 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 86.4 29.0 11.8 88.3 76.9 26.3 83.9 58.2 156.1 148.2 56.1 49.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.4 29.0 11.8 88.3 76.9 26.3 83.9 58.2 156.1 148.2 56.1 49.4 LOS by Move: F C B+ F E- C F E+ F F E+ D HCM2kAvgQ: 9 10 3 5 46 6 12 13 63 19 5 11 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 177 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-47
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 383 1107*** 132
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 4/4/2017 Rights=Overlap Lanes: Final Vol:

159

2 Cycle Time (sec): 191

1 144

0 Loss Time (sec): 12

0 164*** 2

Critical V/C: 0.465

2 473
0 Avg Crit Del (sec/veh): 64.8

0 181 1

Avg Delay (sec/veh): 58.7

2 155***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 470*** 2769 430
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 27 100 100 19 91 91 14 36 36 13 35 35 Y+R: 6.3 6.2 6.2 6.1 6.2 6.2 5.9 5.7 5.7 5.9 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 4 Apr 2017 << 7:45 AM - 8:45 AM Base Vol: 470 3147 430 132 1335 383 159 164 181 155 473 97 Growth 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 Initial Bse: 470 3147 430 132 1335 383 159 164 181 155 473 97 Added Vol: 0 0 0 0 103 0 0 0 0 0 0 47 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 470 3147 430 132 1438 383 159 164 181 155 473 144 User Adj: 1.00 0.88 1.00 1.00 0.77 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 470 2769 430 132 1107 383 159 164 181 155 473 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 470 2769 430 132 1107 383 159 164 181 155 473 144 PCE 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 MLF 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 FinalVolume: 470 2769 430 132 1107 383 159 164 181 155 473 144 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 178 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-48
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 156 2322*** 147
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

353

2 Cycle Time (sec): 190

1 245

0 Loss Time (sec): 12

0 548 2

Critical V/C: 1.078

2 228
0 Avg Crit Del (sec/veh): 101.5

0 749*** 1

Avg Delay (sec/veh): 77.8

2 426***
LOS: E-

Lanes: 2 0 3 0 1
Final Vol: 253*** 1028 180
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 22 86 86 15 79 79 24 41 41 24 41 41 Y+R: 6.3 6.2 6.2 6.1 6.2 6.2 5.9 5.7 5.7 5.9 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 4:30 - 5:30 PM Base Vol: 253 1535 180 147 2856 156 353 548 749 426 228 143 Growth 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 Initial Bse: 253 1535 180 147 2856 156 353 548 749 426 228 143 Added Vol: 0 0 0 0 46 0 0 0 0 0 0 102 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 253 1535 180 147 2902 156 353 548 749 426 228 245 User Adj: 1.00 0.67 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 253 1028 180 147 2322 156 353 548 749 426 228 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 1028 180 147 2322 156 353 548 749 426 228 245 PCE 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 MLF 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 FinalVolume: 253 1028 180 147 2322 156 353 548 749 426 228 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 179 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-49
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 242 1047 94***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

473***

2 Cycle Time (sec): 173

1 510***

0 Loss Time (sec): 12

0 197 2

Critical V/C: 1.146

2 317
0 Avg Crit Del (sec/veh): 182.5

0 238 1

Avg Delay (sec/veh): 133.2

2 235
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 102 3564*** 104
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 14 81 81 13 80 80 23 39 39 17 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 102 4055 104 92 1188 223 473 197 238 235 317 505 Growth 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 Initial Bse: 102 4055 104 92 1188 223 473 197 238 235 317 505 Added Vol: 0 42 0 2 15 19 0 0 0 0 0 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 4097 104 94 1203 242 473 197 238 235 317 510 User Adj: 1.00 0.87 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 102 3564 104 94 1047 242 473 197 238 235 317 510 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 3564 104 94 1047 242 473 197 238 235 317 510 PCE 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 MLF 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 FinalVolume: 102 3564 104 94 1047 242 473 197 238 235 317 510 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.06 0.63 0.06 0.03 0.18 0.14 0.15 0.05 0.14 0.07 0.08 0.29 Crit Moves: **** **** **** **** Green Time: 14.1 80.5 97.8 13.2 79.7 102.8 23.1 38.5 52.6 17.3 32.5 45.7 Volume/Cap: 0.72 1.34 0.11 0.39 0.40 0.23 1.12 0.23 0.45 0.75 0.44 1.10 Uniform Del: 77.5 46.3 17.4 76.1 30.8 16.5 75.0 55.1 48.5 75.7 62.2 63.6 IncremntDel: 15.8 157 0.0 1.1 0.1 0.1 82.4 0.1 0.6 9.4 0.4 72.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.82 0.65 1.00 0.82 0.59 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 93.3 195 11.4 77.1 25.4 9.8 157.4 55.3 49.1 85.1 62.7 136.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 93.3 195 11.4 77.1 25.4 9.8 157.4 55.3 49.1 85.1 62.7 136.5 LOS by Move: F F B+ E- C A F E+ D F E F HCM2kAvgQ: 5 96 1 3 9 4 20 4 11 7 7 37 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 180 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-50
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 465 2483*** 372
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

277

2 Cycle Time (sec): 190

1 199

0 Loss Time (sec): 12

0 496 2

Critical V/C: 0.935

2 230
0 Avg Crit Del (sec/veh): 80.9

0 687*** 1

Avg Delay (sec/veh): 64.7

2 151***
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 187*** 1130 202
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 17 90 90 27 100 100 15 35 35 14 34 34 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 4:45 - 5:45 PM Base Vol: 187 1379 202 371 3409 425 277 496 687 151 230 197 Growth 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 Initial Bse: 187 1379 202 371 3409 425 277 496 687 151 230 197 Added Vol: 0 16 0 1 40 40 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 187 1395 202 372 3449 465 277 496 687 151 230 199 User Adj: 1.00 0.81 1.00 1.00 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 187 1130 202 372 2483 465 277 496 687 151 230 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 1130 202 372 2483 465 277 496 687 151 230 199 PCE 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 MLF 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 FinalVolume: 187 1130 202 372 2483 465 277 496 687 151 230 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.11 0.20 0.12 0.12 0.44 0.27 0.09 0.13 0.39 0.05 0.06 0.11 Crit Moves: **** **** **** **** Green Time: 17.4 90.3 104.3 27.1 100 120.0 20.0 46.6 64.0 14.0 40.6 67.7 Volume/Cap: 1.17 0.42 0.21 0.83 0.83 0.42 0.84 0.53 1.17 0.65 0.28 0.32 Uniform Del: 86.3 32.6 21.8 79.2 37.8 17.6 83.4 62.3 63.0 85.6 62.5 44.4 IncremntDel:122.5 0.1 0.1 12.1 2.0 0.3 16.8 0.6 91.9 6.4 0.2 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.80 0.68 1.00 1.27 1.46 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 208.8 26.3 15.0 91.3 50.2 25.9 100.2 62.9 154.9 92.0 62.7 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 208.8 26.3 15.0 91.3 50.2 25.9 100.2 62.9 154.9 92.0 62.7 44.7 LOS by Move: F C B F D C F E F F E D HCM2kAvgQ: 16 11 4 12 41 19 10 12 57 5 5 9 Note: Queue reported is the number of cars per lane.

Attachment 18

Page 181 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-51
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project AM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 242 1047 94***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

473***

2 Cycle Time (sec): 173

1 510***

0 Loss Time (sec): 12

0 197 2

Critical V/C: 1.146

2 317
0 Avg Crit Del (sec/veh): 182.5

0 238 1

Avg Delay (sec/veh): 133.2

2 235
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 102 3564*** 104
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 14 81 81 13 80 80 23 39 39 17 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 102 4055 104 92 1188 223 473 197 238 235 317 505 Growth 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 Initial Bse: 102 4055 104 92 1188 223 473 197 238 235 317 505 Added Vol: 0 42 0 2 15 19 0 0 0 0 0 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 4097 104 94 1203 242 473 197 238 235 317 510 User Adj: 1.00 0.87 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 102 3564 104 94 1047 242 473 197 238 235 317 510 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 3564 104 94 1047 242 473 197 238 235 317 510 PCE 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 MLF 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 FinalVolume: 102 3564 104 94 1047 242 473 197 238 235 317 510 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 182 of 186 ends

COMPARE Thu Aug 03 12:22:54 2023 Page 3-52
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background + Project PM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 465 2483*** 372
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

277

2 Cycle Time (sec): 190

1 199

0 Loss Time (sec): 12

0 496 2

Critical V/C: 0.935

2 230
0 Avg Crit Del (sec/veh): 80.9

0 687*** 1

Avg Delay (sec/veh): 64.7

2 151***
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 187*** 1130 202
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 17 90 90 27 100 100 15 35 35 14 34 34 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 4:45 - 5:45 PM Base Vol: 187 1379 202 371 3409 425 277 496 687 151 230 197 Growth 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 Initial Bse: 187 1379 202 371 3409 425 277 496 687 151 230 197 Added Vol: 0 16 0 1 40 40 0 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 187 1395 202 372 3449 465 277 496 687 151 230 199 User Adj: 1.00 0.81 1.00 1.00 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 187 1130 202 372 2483 465 277 496 687 151 230 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 1130 202 372 2483 465 277 496 687 151 230 199 PCE 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 MLF 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 FinalVolume: 187 1130 202 372 2483 465 277 496 687 151 230 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Attachment 18

Page 183 of 186 ends

Appendix D
Signal Warrants

Attachment 18

Page 184 of 186 ends

Page 1 ends

San Zeno Way & Sonora Court
Peak Hour Volume Warrant Per 2003 MUTCD- Under 40 MPH
AM Peak Hour Volumes
One
2 or
More
Major Street - Both Approaches San Zeno Way x 320 319 556 Minor Street - Highest Approach Sonora Court x 15 61 158 Warrant Met? No No No
* NOTE: 150 vph applies as the lower threshold volume for a minor street approach with 2 or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with 1 lane.

Approach
Lanes
Existing AM
Background AM
Background +
Project AM
0 100
200
300
400
500
600
700
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
MINOR STREET - High Volume Approach (vph)MAJOR STREET - Total of Both Approaches (vph) PEAK HOUR VOLUME SIGNAL WARRANT - 2010 CA MUTCD
(Under 40 MPH)
Existing AM
Background AM
Background + Project AM
*
*
2 or more lanes (major) & 2 or more lanes (minor)
2 or more lanes (major) & 1 lane (minor) or
1 lane (major) & 2 or more lanes (minor)
1 lane (major) & 1 lane (minor)
Hexagon Transportation Consultants, Inc.

Attachment 18

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Page 2 ends

San Zeno Way & Sonora Court
Peak Hour Volume Warrant Per 2003 MUTCD- Under 40 MPH
PM Peak Hour Volumes
One
2 or
More
Major Street - Both Approaches San Zeno Way x 560 599 696 Minor Street - Highest Approach Sonora Court x 94 105 336 Warrant Met? No No Yes
* NOTE: 150 vph applies as the lower threshold volume for a minor street approach with 2 or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with 1 lane.

Approach
Lanes
Existing PM
Background PM
Background +
Project PM
0 100
200
300
400
500
600
700
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
1600
1700
1800
MINOR STREET - High Volume Approach (vph)MAJOR STREET - Total of Both Approaches (vph) PEAK HOUR VOLUME SIGNAL WARRANT - 2010 CA MUTCD
(Under 40 MPH)
Existing PM
Background PM
Background + Project PM
*
*
2 or more lanes (major) & 2 or more lanes (minor)
2 or more lanes (major) & 1 lane (minor) or
1 lane (major) & 2 or more lanes (minor)
1 lane (major) & 1 lane (minor)
Hexagon Transportation Consultants, Inc.

Attachment 18

Page 186 of 186 ends

Sunnyvale City CouncilNovember 28, 2023

Sunnyvale City Council
November 28, 2023