68
Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the No Action/No Project Alternative with Reduced Playa Vista Traffic Assumptions

A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

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Page 1: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

Appendix LAX Master Plan Final EIS

A-4. Level of Service Summary Tables and Intersection Worksheets for

Alternative D Compared to the No Action/No Project Alternative

with Reduced Playa Vista Traffic Assumptions

Page 2: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the
Page 3: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

LAX MASTER PLAN

2015 No Action / No Project Alternative(With Reduced Playa Vista Project)

Level-of-Service Worksheets

2015 No Action / No ProjectAM

AIRPORT BLVD ARBOR VITAE STN/S: W/E: 3I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

309A:

B: 224

322A:

B: 142

66

A:

B:

364

0.670 =

+

+

+++ 380364 224142

*1500

32

A:

B:

380

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

66AMBIENT

RELATED

PROJECT

TOTAL 66

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

LT

515 212 142 965 83 224 420 198 32 760 70

224 19842083965142212515 7076032

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAM

AIRPORT BLVD CENTURY BLVDN/S: W/E: 4I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

146

A:

B:

395

230

A:

B:

283

55A:

B: 107

0.561 =

+

+

+++ 395283 83107

*1375

329A:

B: 83

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

107AMBIENT

RELATED

PROJECT

TOTAL 107

LANE

SIGNAL Split

1

Split Prot-Var Prot-VarAuto Auto OLA Auto

0 2 0 0 1 0 2 1 1 0 0 1 0 1 0 4 0 0 1 0 2 0 4 0 0 1 0

LT

109 95 622 138 325 146 1580 326 151 1315 74

146 326158032513862295109 741315151

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

AIRPORT BLVD LA TIJERA BLVDN/S: W/E: 5I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

446A:

B: 397

56

A:

B:

189

243A:

B: 113

0.642 =

+

+

+++ 280189 397113

*1375

13

A:

B:

280

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

113AMBIENT

RELATED

PROJECT

TOTAL 113

LANE

SIGNAL Perm

0

Perm Prot-Var Prot-VarOLA Auto Auto Auto

1 0 0 1 1 0 0 1 0 0 1 0 0 2 0 1 0 1 0 0 1 0 2 0 1 0 0

LT

131 485 56 166 23 722 882 10 13 795 44

722 108822316656485131 4479513

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 4: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

AIRPORT BLVD MANCHESTER AVN/S: W/E: 6I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

138

A:

B:

765

102

A:

B:

466

343A:

B: 151

0.889 =

+

+

+++ 765466 56151

*1500

617A:

B: 56

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

151AMBIENT

RELATED

PROJECT

TOTAL 151

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

522 163 102 879 53 138 1530 118 56 1233 89

138 118153053879102163522 89123356

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

AVIATION BLVD ARBOR VITAE STN/S: W/E: 7I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

608A:

B: 438

318A:

B: 166

123

A:

B:

396

0.972 =

+

+

+++ 433396 438166

*1375

65

A:

B:

433

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

223AMBIENT

RELATED

PROJECT

TOTAL 223

LANE

SIGNAL Prot-Var

2

Prot-Var Perm PermAuto Auto Auto Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

653 396 166 582 53 438 913 304 65 759 108

438 30491353582166396653 10875965

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD ARBOR VITAE STN/S: W/E: 8I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

149

A:

B:

623

59

A:

B:

402

255A:

B: 393

1.081 =

+

+

+++ 623402 203393

1500

454A:

B: 203

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

393AMBIENT

RELATED

PROJECT

TOTAL 393

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0

LT

439 71 59 549 254 149 1246 243 203 566 342

149 24312462545495971439 342566203

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

AVIATION BLVD 111TH STN/S: W/E: 10I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

9

A:

B:

82

315A:

B: 328

54

A:

B:

481

0.540 =

+

+

+++ 82481 24328

*1500

14A:

B: 24

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

54AMBIENT

RELATED

PROJECT

TOTAL 54

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

LT

1382 61 328 908 38 9 6 82 24 13 1

9 82638908328611382 11324

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 5: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

AVIATION BLVD CENTURY BLVDN/S: W/E: 11I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

44

A:

B:

595

24

A:

B:

374

425A:

B: 265

1.149 =

+

+

+++ 595374 442265

*1375

700A:

B: 442

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

717AMBIENT

RELATED

PROJECT

TOTAL 717

LANE

SIGNAL Prot-Var

3

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 2 0 2 0 0 1 0 1 0 3 0 1 0 0 1 0 3 0 1 0 0

LT

830 20 43 748 374 44 2198 183 442 1196 700

44 18321983747484320830 7001196442

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

AVIATION BLVD EL SEGUNDO BLVDN/S: W/E: 12I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

170

A:

B:

666

223A:

B: 125

226

A:

B:

358

1.085 =

+

+

+++ 666358 343125

1375

182A:

B: 343

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

226AMBIENT

RELATED

PROJECT

TOTAL 226

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 2 0 2 0 1 0 0 1 0 3 0 0 1 0

LT

952 123 125 670 235 310 1603 395 343 494 295

310 3951603235670125123952 295494343

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

AVIATION BLVD IMPERIAL HWYN/S: W/E: 13I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

382A:

B: 204

290A:

B: 171

220

A:

B:

582

0.975 =

+

+

+++ 480582 204171

*1375

98

A:

B:

480

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

400AMBIENT

RELATED

PROJECT

TOTAL 400

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA OLA OLA Auto

0 2 0 0 1 0 2 0 1 0 1 1 0 2 0 3 0 0 1 0 2 0 2 0 1 0 0

LT

1164 458 311 579 122 371 1145 466 178 1204 235

371 46611451225793114581164 2351204178

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

AVIATION BLVD MANCHESTER AVN/S: W/E: 14I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

158

A:

B:

828

0

A:

B:

406

321A:

B: 448

1.357 =

+

+

+++ 828406 184448

1375

378A:

B: 184

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

448AMBIENT

RELATED

PROJECT

TOTAL 448

LANE

SIGNAL Prot-Fix

1

Perm Perm Prot-FixAuto Auto Auto Auto

0 1 0 1 0 0 0 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

514 127 2 499 498 158 1655 9 184 755 277

158 916554984992127514 277755184

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 6: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

AVIATION BLVD ROSECRANS AVN/S: W/E: 15I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

273

A:

B:

792

299A:

B: 73

162

A:

B:

589

1.148 =

+

+

+++ 792589 12473

1375

236A:

B: 124

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

294AMBIENT

RELATED

PROJECT

TOTAL 294

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 2 0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 1 0 0

LT

1768 698 132 371 361 497 2140 792 226 904 38

497 79221403613711326981768 38904226

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

CENTINELA AV JEFFERSON BLVDN/S: W/E: 18I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

44

A:

B:

537

168

A:

B:

282

28A:

B: 10

0.680 =

+

+

+++ 537282 20210

*1375

520A:

B: 202

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

18AMBIENT

RELATED

PROJECT

TOTAL 18

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA OLA OLA OLA

0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0

LT

84 22 306 482 484 81 1611 473 367 1561 62

81 47316114844823062284 621561367

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD CENTINELA AVN/S: W/E: 22I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

183

A:

B:

882

99

A:

B:

308

476A:

B: 494

1.324 =

+

+

+++ 882308 233494

*1375

234A:

B: 233

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

898AMBIENT

RELATED

PROJECT

TOTAL 898

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA

0 3 0 0 1 0 2 0 3 0 0 1 0 2 0 1 0 1 0 0 1 0 3 0 0 2 0

LT

1428 323 181 924 262 332 1436 329 233 703 541

332 32914362629241813231428 541703233

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD CENTURY BLVDN/S: W/E: 26I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

144

A:

B:

526

49

A:

B:

322

396A:

B: 341

0.920 =

+

+

+++ 526322 172341

*1375

290A:

B: 172

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

341AMBIENT

RELATED

PROJECT

TOTAL 341

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarOLA OLA Auto OLA

0 2 0 0 2 0 1 0 2 0 0 2 0 1 0 3 0 1 0 0 1 0 3 0 0 2 0

LT

791 301 49 425 898 144 1727 376 172 870 827

144 376172789842549301791 827870172

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 7: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

SEPULVEDA BLVD CENTURY BLVDN/S: W/E: 27I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

312

A:

B:

312

563A:

B: 0

0

A:

B:

1097

0.869 =

+

+

+++ 312 01097 0

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Perm <none>Free Auto Auto <none>

0 4 0 0 1 0 0 0 4 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0

LT

4389 18 0 2253 68 562 62 384 0 0 0

562 384626822530184389 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

CULVER BLVD JEFFERSON BLVDN/S: W/E: 28I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 326

203A:

B: 13

0

A:

B:

809

0.695 =

+

+

+++ 0809 32613

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Split <none>Free Auto Auto <none>

0 2 0 0 1 0 0 1 1 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0

LT

1617 394 13 327 0 593 0 0 0 0 0

593 000327133941617 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

VISTA DEL MAR CULVER BLVDN/S: W/E: 33I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

53A:

B: 178

172

A:

B:

197

0

A:

B:

609

0.717 =

+

+

+++ 98197609 178

*1375

1

A:

B:

98

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Split

0

Split Split SplitAuto Auto Auto Auto

0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 0 0 1 0 0 0 1 0 0 1 0 0

LT

1 1216 172 24 1 481 41 11 1 195 0

481 114112417212161 01951

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

DOUGLAS ST IMPERIAL HWYN/S: W/E: 34I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

385

11A:

B: 19

141

A:

B:

260

0.424 =

+

+

+++ 385260 1519

*1375

271A:

B: 15

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

257AMBIENT

RELATED

PROJECT

TOTAL 257

LANE

SIGNAL Split

2

Split Perm Prot-FixAuto Auto Auto Auto

0 2 0 0 2 0 1 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 3 0 0 0 0

LT

42 473 38 0 19 0 1133 22 15 812 0

0 2211331903847342 081215

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 8: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

SEPULVEDA BLVD EL SEGUNDO BLVDN/S: W/E: 35I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

186

A:

B:

281

232A:

B: 136

255

A:

B:

1264

1.321 =

+

+

+++ 281 1351264 136

1375

49

A:

B:

135

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

463AMBIENT

RELATED

PROJECT

TOTAL 463

LANE

SIGNAL Prot-Var

2

Prot-Var Split SplitAuto Auto Auto Auto

0 3 0 0 1 0 2 0 4 0 0 1 0 1 1 1 0 0 1 0 1 0 2 0 0 1 0

LT

3792 296 247 930 87 186 562 212 49 271 178

186 212562879302472963792 17827149

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

VISTA DEL MAR GRAND AVN/S: W/E: 36I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

71

A:

B:

364

185A:

B: 111

1

A:

B:

1171

1.029 =

+

+

+++ 3641171 3111

*1500

13A:

B: 3

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

1AMBIENT

RELATED

PROJECT

TOTAL 1

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 1 0 0 0

LT

2158 184 111 366 4 135 7 364 3 2 8

135 364743661111842158 823

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD FLORENCE AVN/S: W/E: 40I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

307

A:

B:

438

465

A:

B:

465

15

A:

B:

245

0.950 =

+

+

+++ 438465245 158

1375

193A:

B: 158

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

15AMBIENT

RELATED

PROJECT

TOTAL 15

LANE

SIGNAL Split

1

Split Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 1 1 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

463 26 557 837 540 307 705 170 158 371 15

307 17070554083755726463 15371158

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

HIGHLAND AV/VISTA DEL MAR ROSECRANS AVN/S: W/E: 43I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

53

A:

B:

646

236A:

B: 320

4

A:

B:

622

1.271 =

+

+

+++ 646622 223320

1425

90A:

B: 223

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

4AMBIENT

RELATED

PROJECT

TOTAL 4

LANE

SIGNAL Perm

1

Prot-Fix Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

1177 68 320 223 13 53 126 806 223 86 3

53 80612613223320681177 386223

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 9: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

SEPULVEDA BLVD HOWARD HUGHES PKWYN/S: W/E: 44I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

120A:

B: 326

455A:

B: 190

0

A:

B:

583

0.701 =

+

+

+++ 0583 326190

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Free <none> OLA <none>

0 4 0 0 1 0 2 0 3 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0

LT

2330 946 345 1365 0 882 0 309 0 0 0

882 3090013653459462330 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

I-105 FWY/CONTINENTAL CITY DR IMPERIAL HWYN/S: W/E: 45I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

413A:

B: 94

0

A:

B:

0

271A:

B: 277

0.577 =

+

+

+++ 5510 94277

*1425

0

A:

B:

551

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

504AMBIENT

RELATED

PROJECT

TOTAL 504

LANE

SIGNAL Split

2

<none> Prot-Fix PermOLA <none> <none> OLA

0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 2 0 1 1 0

LT

0 662 0 0 0 170 1239 0 0 1652 534

170 012390006620 53416520

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

I-405 FWY NB RAMPS IMPERIAL HWYN/S: W/E: 46I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

286

0

A:

B:

0

295

A:

B:

295

0.387 =

+

+

+++ 2860295 0

1500

151A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

493AMBIENT

RELATED

PROJECT

TOTAL 493

LANE

SIGNAL Split

1

<none> Perm PermAuto <none> Free Free

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 2 0 1 1 0

LT

0 96 0 0 0 0 857 162 0 347 257

0 162857000960 2573470

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

MAIN ST IMPERIAL HWYN/S: W/E: 47I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

340A:

B: 380

0

A:

B:

0

0A:

B: 273

0.745 =

+

+

+++ 5090 380273

*1425

0

A:

B:

509

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

496AMBIENT

RELATED

PROJECT

TOTAL 496

LANE

SIGNAL Split

2

<none> Prot-Fix PermFree <none> <none> Auto

0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 2 0 0 1 0

LT

0 665 0 0 0 380 680 0 0 1017 283

380 06800006650 28310170

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 10: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

I-105 FWY W/B OFF/NASH ST IMPERIAL HWYN/S: W/E: 48I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

322A:

B: 99

289

A:

B:

531

0

A:

B:

0

0.578 =

+

+

+++ 2945310 99

*1425

0

A:

B:

294

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Prot-Fix Perm<none> Auto <none> Auto

0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 3 0 0 0 0 0 0 2 0 1 0 0

LT

0 0 289 989 603 181 967 0 0 618 263

181 096760398928900 2636180

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

PERSHING DR IMPERIAL HWYN/S: W/E: 49I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

1021

268

A:

B:

268

0

A:

B:

0

1.134 =

+

+

+++ 10212680 367

*1375

389A:

B: 367

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Split

0

Split Prot-Var Prot-VarAuto OLA OLA Auto

0 0 1 0 0 0 1 0 0 1 0 1 0 1 0 2 0 0 1 0 2 0 1 0 1 0 0

LT

0 0 535 0 237 0 410 1288 667 778 0

0 1288410237053500 0778667

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD IMPERIAL HWYN/S: W/E: 50I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

42

A:

B:

150

543A:

B: 255

101

A:

B:

688

0.947 =

+

+

+++ 150688 306255

*1375

133A:

B: 306

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

101AMBIENT

RELATED

PROJECT

TOTAL 101

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0

LT

2065 599 464 2017 155 77 280 278 556 400 176

77 27828015520174645992065 176400556

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

VISTA DEL MAR IMPERIAL HWYN/S: W/E: 51I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

80

A:

B:

80

112A:

B: 291

0

A:

B:

802

0.753 =

+

+

+++ 80 0802 291

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

1

Prot-Fix Split <none>Auto Auto OLA <none>

0 2 0 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0

LT

1594 842 291 224 0 160 0 352 0 0 0

160 352002242918421594 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 11: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

LA CIENEGA BLVD IMPERIAL HWYN/S: W/E: 52I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

15

A:

B:

495

31

A:

B:

216

183A:

B: 388

0.856 =

+

+

+++ 495216 174388

*1375

190A:

B: 174

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

705AMBIENT

RELATED

PROJECT

TOTAL 705

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA

0 1 0 1 1 0 2 0 1 0 1 1 0 2 0 3 0 0 2 0 2 0 3 0 0 2 0

LT

366 22 57 216 476 28 1484 218 316 571 262

28 21814844762165722366 262571316

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

I-405 N/B RAMPS JEFFERSON BLVDN/S: W/E: 54I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

635

0

A:

B:

0

124

A:

B:

124

0.842 =

+

+

+++ 6350124 335

1200*

264A:

B: 335

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

166AMBIENT

RELATED

PROJECT

TOTAL 166

LANE

SIGNAL Perm

1

<none> Perm Prot-FixAuto <none> Auto <none>

0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 0 3 0 0 0 0

LT

3 79 0 0 0 289 1269 292 335 791 0

289 2921269000793 0791335

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

I-405 S/B RAMPS JEFFERSON BLVDN/S: W/E: 55I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

159

A:

B:

716

33

A:

B:

140

0

A:

B:

0

0.643 =

+

+

+++ 7161400 0

1200*

390A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Perm Prot-Fix Perm<none> Auto Auto Auto

0 0 0 0 0 0 1 0 0 1 0 1 0 2 0 2 0 0 0 0 0 0 2 0 0 1 0

LT

0 0 33 1 279 289 1432 0 335 779 375

289 0143227913300 375779335

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD JEFFERSON BLVDN/S: W/E: 57I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

133A:

B: 313

433A:

B: 271

1

A:

B:

442

0.725 =

+

+

+++ 67442 313271

*1375

37

A:

B:

67

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

1AMBIENT

RELATED

PROJECT

TOTAL 1

LANE

SIGNAL Prot-Var

1

Prot-Var Split SplitOLA Auto OLA Auto

0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 2 0 0 2 0 1 0 2 0 1 0 0

LT

1715 755 492 1416 317 569 266 375 37 197 4

569 37526631714164927551715 419737

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 12: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

LA CIENEGA BLVD 111TH STN/S: W/E: 67I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

712

260A:

B: 126

0.565 =

+

+

+++ 0712 115126

*1500

67A:

B: 115

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

126AMBIENT

RELATED

PROJECT

TOTAL 126

LANE

SIGNAL Perm

1

Perm <none> Perm<none> Auto <none> Auto

0 2 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0

LT

519 0 0 500 712 0 0 0 209 0 67

0 0071250000519 670209

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD I-405 RAMPS S/O CENTURY BLN/S: W/E: 68I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

206

458A:

B: 334

0

A:

B:

274

0.501 =

+

+

+++ 206 0274 334

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Perm <none>Auto <none> Auto <none>

0 2 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0

LT

549 175 608 916 0 0 0 678 0 0 0

0 67800916608175549 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD I-405 FWY SB N/O IMPERIALN/S: W/E: 69I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

68A:

B: 166

166A:

B: 32

21

A:

B:

271

0.263 =

+

+

+++ 6271 16632

*1425

0

A:

B:

6

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

21AMBIENT

RELATED

PROJECT

TOTAL 21

LANE

SIGNAL Perm

1

Prot-Fix Perm PermOLA Auto Auto Auto

0 2 0 0 1 0 1 0 3 0 0 0 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0

LT

542 29 32 497 0 302 7 84 0 0 6

302 84704973229542 600

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD LENNOX BLVDN/S: W/E: 71I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

322

A:

B:

322

227A:

B: 84

0

A:

B:

398

0.494 =

+

+

+++ 322 0398 84

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> Auto <none>

0 1 0 1 0 0 1 0 3 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

LT

671 125 84 682 0 643 0 234 0 0 0

643 2340068284125671 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 13: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

LA CIENEGA BLVD MANCHESTER AVN/S: W/E: 72I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

195

A:

B:

477

205

A:

B:

329

220A:

B: 257

0.851 =

+

+

+++ 477329 107257

1375

212A:

B: 107

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

257AMBIENT

RELATED

PROJECT

TOTAL 257

LANE

SIGNAL Split

1

Split Prot-Fix Prot-FixOLA Auto Auto Auto

0 1 0 1 0 0 1 1 1 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

352 88 205 588 329 354 1394 38 107 586 51

354 38139432958820588352 51586107

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

I-405 N/B RAMPS LA TIJERA BLVDN/S: W/E: 78I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

557

0

A:

B:

0

270

A:

B:

280

0.689 =

+

+

+++ 5570280 245

*1425

487A:

B: 245

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

270AMBIENT

RELATED

PROJECT

TOTAL 270

LANE

SIGNAL Split

1

<none> Perm Prot-Fix<none> <none> Auto <none>

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 0 3 0 0 0 0

LT

0 280 0 0 0 385 1474 196 446 1460 0

385 19614740002800 01460446

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

I-405 S/B RAMPS LA TIJERA BLVDN/S: W/E: 79I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

582A:

B: 212

126

A:

B:

287

0

A:

B:

0

0.655 =

+

+

+++ 5342870 212

*1425

0

A:

B:

534

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Prot-Fix Perm<none> <none> <none> Auto

0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 3 0 0 0 0 0 0 2 0 1 0 0

LT

0 0 126 0 448 385 1747 0 446 1347 255

385 01747448012600 2551347446

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD LA TIJERA BLVDN/S: W/E: 81I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

10

13

A:

B:

565

334A:

B: 131

0.519 =

+

+

+++ 10 104565131

*1375

58

A:

B:

104

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

239AMBIENT

RELATED

PROJECT

TOTAL 239

LANE

SIGNAL Prot-Fix

2

Prot-Fix Split SplitAuto Auto Auto Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0

LT

1333 3 13 1494 201 0 0 10 115 0 170

0 10020114941331333 1700115

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 14: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

LA TIJERA BLVD MANCHESTER AVN/S: W/E: 82I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

180

A:

B:

577

95

A:

B:

343

225A:

B: 16

0.723 =

+

+

+++ 577343 15516

*1375

367A:

B: 155

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

16AMBIENT

RELATED

PROJECT

TOTAL 16

LANE

SIGNAL Perm

1

Perm Prot-Var Prot-VarAuto Auto Auto Auto

0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

449 248 95 686 196 180 1154 40 155 735 6

180 40115419668695248449 6735155

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD LA TIJERA BLVDN/S: W/E: 83I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

330A:

B: 346

370A:

B: 62

81

A:

B:

616

0.876 =

+

+

+++ 324616 34662

*1425

228

A:

B:

324

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

81AMBIENT

RELATED

PROJECT

TOTAL 81

LANE

SIGNAL Perm

1

Perm Prot-Fix PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

LT

1848 130 62 1109 111 346 622 38 228 648 228

346 386221111109621301848 228648228

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD 83RD STN/S: W/E: 87I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

9

A:

B:

162

187

A:

B:

932

439A:

B: 48

1.125 =

+

+

+++ 162932 50148

*1375

52A:

B: 501

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

48AMBIENT

RELATED

PROJECT

TOTAL 48

LANE

SIGNAL Perm

1

Prot-Fix Perm Prot-FixAuto Auto Auto Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

1745 11 187 2376 420 9 135 256 501 45 8

9 2561354202376187111745 845501

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD MANCHESTER AVN/S: W/E: 88I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

155

A:

B:

519

163

A:

B:

706

394A:

B: 136

1.015 =

+

+

+++ 519706 131136

*1375

428A:

B: 131

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

136AMBIENT

RELATED

PROJECT

TOTAL 136

LANE

SIGNAL Perm

1

Prot-Fix Prot-Fix Prot-FixAuto Auto OLA Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

1431 145 163 1948 170 155 1038 209 131 857 224

155 209103817019481631451431 224857131

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 15: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

SEPULVEDA BLVD LINCOLN BLVDN/S: W/E: 93I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

425

0

A:

B:

386

0

A:

B:

0

0.471 =

+

+

+++ 4253860 0

*1500

337A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Perm Perm<none> <none> Free <none>

0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 3 0 0 0 4 0 0 0 0

LT

0 0 0 1545 0 0 1698 2397 0 1346 0

0 2397169801545000 013460

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD TEALE STN/S: W/E: 94I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

41A:

B: 508

476A:

B: 59

0

A:

B:

560

0.721 =

+

+

+++ 0560 50859

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> OLA <none>

0 4 0 0 1 0 2 0 4 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0

LT

2238 165 107 1905 0 1372 0 100 0 0 0

1372 1000019051071652238 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

PERSHING DR MANCHESTER AVN/S: W/E: 98I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

192A:

B: 215

82A:

B: 268

40

A:

B:

374

0.586 =

+

+

+++ 45374 215268

*1375

12

A:

B:

45

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

40AMBIENT

RELATED

PROJECT

TOTAL 40

LANE

SIGNAL Perm

1

Prot-Fix Split SplitAuto Auto OLA Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0

LT

748 203 268 153 10 215 192 446 12 70 19

215 44619210153268203748 197012

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD MANCHESTER AVN/S: W/E: 99I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

43

A:

B:

451

479A:

B: 123

157

A:

B:

645

0.836 =

+

+

+++ 451645 72123

*1425

463A:

B: 72

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

157AMBIENT

RELATED

PROJECT

TOTAL 157

LANE

SIGNAL Prot-Fix

1

Prot-Fix Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 2 0 0 1 0

LT

1934 54 123 1436 248 43 1079 273 131 926 100

43 27310792481436123541934 100926131

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 16: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

SEPULVEDA BLVD MARIPOSA AVN/S: W/E: 100I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

128A:

B: 94

490A:

B: 177

59

A:

B:

793

0.973 =

+

+

+++ 274793 94177

1375

117

A:

B:

274

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

59AMBIENT

RELATED

PROJECT

TOTAL 59

LANE

SIGNAL Prot-Var

1

Prot-Var Perm PermAuto Auto Auto Auto

0 4 0 0 1 0 2 0 3 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

3172 176 322 1901 59 94 128 92 117 191 84

94 921285919013221763172 84191117

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

PERSHING DR WESTCHESTER PKWYN/S: W/E: 101I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 40

156A:

B: 196

0

A:

B:

412

0.385 =

+

+

+++ 0412 40196

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>OLA <none> OLA <none>

0 2 0 0 2 0 1 0 2 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0

LT

677 821 196 312 0 73 0 323 0 0 0

73 32300312196821677 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD ROSECRANS AVN/S: W/E: 103I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

180

A:

B:

605

350A:

B: 164

84

A:

B:

1057

1.444 =

+

+

+++ 6051057 160164

1375

266A:

B: 160

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

152AMBIENT

RELATED

PROJECT

TOTAL 152

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA Auto <none> Auto

0 4 0 0 1 0 2 0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0

LT

4226 521 298 1050 52 327 567 605 290 798 126

327 6055675210502985214226 126798290

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD I-105 OFF RAMP N/O IMPERIAL HWN/S: W/E: 105I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

1230

0

A:

B:

0

0

A:

B:

959

1.389 =

+

+

+++ 1230 00959

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

<none> Perm <none><none> <none> <none> <none>

0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0

LT

2876 0 0 0 0 0 0 3323 0 0 0

0 3323000002876 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 17: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

SEPULVEDA BLVD 76TH/77TH STN/S: W/E: 106I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

67

A:

B:

143

610A:

B: 67

53

A:

B:

655

0.690 =

+

+

+++ 143655 21867

*1425

45A:

B: 218

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

53AMBIENT

RELATED

PROJECT

TOTAL 53

LANE

SIGNAL Perm

1

Perm Perm Prot-FixAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 0 1 0 2 0 1 0 0 1 0

LT

1952 14 67 1578 251 67 131 143 396 41 45

67 143131251157867141952 4541396

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD WESTCHESTER PKWYN/S: W/E: 109I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

142

A:

B:

428

427A:

B: 353

126

A:

B:

537

0.829 =

+

+

+++ 428537 30353

*1500

275A:

B: 30

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

126AMBIENT

RELATED

PROJECT

TOTAL 126

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

1611 38 353 1280 159 142 641 214 30 526 25

142 2146411591280353381611 2552630

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD I-405 SB RAMPS N/O CENTURYN/S: W/E: 111I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

597

A:

B:

597

199A:

B: 209

0

A:

B:

602

0.869 =

+

+

+++ 597 0602 209

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Split <none>Auto Auto Auto <none>

0 1 0 1 1 0 1 0 2 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0

LT

1204 178 209 397 0 1011 0 184 0 0 0

1011 184003972091781204 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

I-405 NB OFF-RAMP CENTURY BLVDN/S: W/E: 307I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

573

0

A:

B:

10

51A:

B: 670

0.835 =

+

+

+++ 573 30610670

1500

0

A:

B:

306

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

1218AMBIENT

RELATED

PROJECT

TOTAL 1218

LANE

SIGNAL Split

2

<none> <none> Perm<none> Auto Auto Free

0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 0 2 0 1 1 0

LT

8 51 0 0 10 0 1720 0 0 804 419

0 017201000518 4198040

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 18: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

2015 No Action / No ProjectAM

LA CIENEGA BLVD EL SEGUNDO BLVDN/S: W/E: 312I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

775

105

A:

B:

183

0

A:

B:

0

0.764 =

+

+

+++ 7751830 130

1425

127A:

B: 130

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Perm Prot-Fix<none> Auto Auto <none>

0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 2 0 1 0 0 1 0 3 0 0 0 0

LT

0 0 190 0 451 0 1645 679 130 381 0

0 6791645451019000 0381130

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

2015 No Action - No ProjectAM

LA CIENEGA BLVD 120TH STN/S: W/E: 313I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

167

A:

B:

227

3A:

B: 2

116

A:

B:

327

0.405 =

+

+

+++ 227327 12

1375

2A:

B: 1

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

116AMBIENT

RELATED

PROJECT

TOTAL 116

LANE

SIGNAL Perm

1

Perm Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

544 109 2 5 2 167 296 157 1 2 1

167 157296252109544 121

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:07:22 AMCalcaDB15NANPAM

INTERSECTION DATA SUMMARY SHEET

2015 No Action No ProjectAM

LA CIENEGA BLVD 104TH STN/S: W/E: 0I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

284

211A:

B: 286

0.383 =

+

+

+++ 0284 76286

*1425

0A:

B: 76

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

286AMBIENT

RELATED

PROJECT

TOTAL 286

LANE

SIGNAL Prot-Fix

1

Perm Perm PermAuto Auto Auto OLA

0 2 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0

LT

633 0 0 622 231 0 0 0 76 0 94

0 0023162200633 94076

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAM

LINCOLN BLVD BALI WYN/S: W/E: 16I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

13

26

A:

B:

581

566A:

B: 257

0.640 =

+

+

+++ 13 125581257

*1375

125

A:

B:

125

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

257AMBIENT

RELATED

PROJECT

TOTAL 257

LANE

SIGNAL Prot-Var

1

Prot-Var Split SplitAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 1 0 0 0 1 0

LT

1666 32 26 1509 234 0 0 13 248 3 187

0 130234150926321666 1873248

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 19: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

CENTINELA BLVD CULVERN/S: W/E: 17I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

57

A:

B:

421

198

A:

B:

679

488A:

B: 25

0.937 =

+

+

+++ 421679 38625

*1500

427A:

B: 386

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

25AMBIENT

RELATED

PROJECT

TOTAL 25

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

975 77 198 1124 235 57 683 159 386 842 13

57 159683235112419877975 13842386

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD CENTINELA AVN/S: W/E: 20I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

88

A:

B:

456

120

A:

B:

789

915A:

B: 642

1.302 =

+

+

+++ 456789 0642

*1375

296A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

642AMBIENT

RELATED

PROJECT

TOTAL 642

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Fix PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 3 0 0 1 0 0 0 2 0 1 0 0

LT

2708 36 120 2288 78 88 1369 143 0 767 123

88 1431369782288120362708 1237670

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA BREA AV CENTURY BLVDN/S: W/E: 25I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

98

A:

B:

427

95

A:

B:

359

290A:

B: 260

0.955 =

+

+

+++ 427359 267260

1375

346A:

B: 267

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

260AMBIENT

RELATED

PROJECT

TOTAL 260

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

1121 38 95 1078 69 98 1211 71 267 720 317

98 71121169107895381121 317720267

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD FIJI WYN/S: W/E: 39I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

32

A:

B:

57

35

A:

B:

510

630A:

B: 202

0.511 =

+

+

+++ 57510 59202

*1425

31A:

B: 59

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

367AMBIENT

RELATED

PROJECT

TOTAL 367

LANE

SIGNAL Prot-Fix

2

Prot-Fix Perm PermAuto Auto Auto Free

0 3 0 0 1 0 1 0 2 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0

LT

1889 29 35 1484 47 32 29 27 59 31 563

32 272947148435291889 5633159

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 20: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

HAWTHORNE BLVD IMPERIAL HWYN/S: W/E: 42I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

111

A:

B:

318

361A:

B: 249

90

A:

B:

344

0.738 =

+

+

+++ 318344 104249

1375

105A:

B: 104

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

163AMBIENT

RELATED

PROJECT

TOTAL 163

LANE

SIGNAL Prot-Fix

2

Prot-Fix Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

990 399 249 840 244 111 743 210 104 294 22

111 210743244840249399990 22294104

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LA CIENEGA BLVD LA TIJERA BLVDN/S: W/E: 70I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

914

888A:

B: 0

0.751 =

+

+

+++ 0914 3170

*1500

135A:

B: 317

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm <none> SplitAuto OLA <none> Auto

0 2 0 1 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0

LT

2623 40 0 2469 1185 0 0 0 857 135 0

0 00118524690402623 0135857

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD MARINA EXPWYN/S: W/E: 89I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 269

536A:

B: 359

0

A:

B:

648

0.825 =

+

+

+++ 0648 269359

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> OLA <none>

0 2 0 1 0 0 2 0 3 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0

LT

1737 208 653 1608 0 489 0 645 0 0 0

489 6450016086532081737 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD MAXELLA AVN/S: W/E: 90I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

159

A:

B:

221

490A:

B: 179

48

A:

B:

639

0.771 =

+

+

+++ 221 117639 179

*1375

86

A:

B:

117

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

88AMBIENT

RELATED

PROJECT

TOTAL 88

LANE

SIGNAL Prot-Var

2

Prot-Var Split SplitAuto Auto OLA Auto

0 3 0 0 1 0 2 0 3 0 1 0 0 1 1 0 0 0 1 0 1 0 1 0 0 1 0

LT

1916 242 325 1907 52 292 27 400 86 61 141

292 400275219073252421916 1416186

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 21: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

LINCOLN BLVD MINDANAO WYN/S: W/E: 91I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

350A:

B: 90

505A:

B: 179

32

A:

B:

630

0.993 =

+

+

+++ 563630 90179

*1375

0

A:

B:

563

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

32AMBIENT

RELATED

PROJECT

TOTAL 32

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Fix PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 1 0 1 0 0 0 0 1 0 1 0 0

LT

1889 230 179 1363 152 164 588 112 0 1067 60

164 11258815213631792301889 6010670

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD VENICE BLVDN/S: W/E: 95I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

249A:

B: 207

682A:

B: 104

78

A:

B:

726

0.932 =

+

+

+++ 341726 207104

*1375

124

A:

B:

341

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

141AMBIENT

RELATED

PROJECT

TOTAL 141

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 2 0 1 0 1 0 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0

LT

1351 101 189 1310 53 377 498 262 225 1022 219

377 2624985313101891011351 2191022225

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

LINCOLN BLVD WASHINGTON BLVDN/S: W/E: 96I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

258A:

B: 102

414A:

B: 78

296

A:

B:

755

0.911 =

+

+

+++ 414755 10278

*1375

58

A:

B:

414

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

538AMBIENT

RELATED

PROJECT

TOTAL 538

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto OLA

0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 0 1 0 2 0 2 0 0 1 0

LT

1929 336 141 1158 85 185 515 118 106 828 609

185 1185158511581413361929 609828106

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

CENTINELA BLVD ROUTE 90 EBN/S: W/E: 118I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

384A:

B: 276

0

A:

B:

239

0.340 =

+

+

+++ 0 69239 276

*1425

69

A:

B:

69

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix <none> SplitAuto Auto <none> Auto

0 2 0 1 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0

LT

430 239 501 1153 0 0 0 0 69 0 49

0 0001153501239430 49069

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 22: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

CENTINELA BLVD ROUTE 90 WBN/S: W/E: 119I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

279

A:

B:

279

0

A:

B:

468

350A:

B: 40

0.569 =

+

+

+++ 279 12346840

*1425

18

A:

B:

123

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

40AMBIENT

RELATED

PROJECT

TOTAL 40

LANE

SIGNAL Perm

1

Perm Split SplitFree Auto Auto Auto

0 2 0 1 0 0 0 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 1

LT

976 75 0 1385 18 450 5 383 18 0 106

450 3835181385075976 106018

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD 79TH/80TH STN/S: W/E: 136I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

71

A:

B:

263

478A:

B: 59

78

A:

B:

759

0.727 =

+

+

+++ 263759 11559

*1500

158A:

B: 115

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

78AMBIENT

RELATED

PROJECT

TOTAL 78

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0

LT

2219 59 59 1434 138 71 197 189 115 158 155

71 189197138143459592219 155158115

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

SEPULVEDA BLVD 83RD STN/S: W/E: 137I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

29

A:

B:

312

628A:

B: 79

33

A:

B:

745

0.807 =

+

+

+++ 312745 17979

*1500

213A:

B: 179

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

33AMBIENT

RELATED

PROJECT

TOTAL 33

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0

LT

2234 14 79 1820 63 29 170 143 179 213 84

29 14317063182079142234 84213179

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

HAWTHORNE BLVD LENNOX BLVDN/S: W/E: 309I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

104

A:

B:

556

390A:

B: 223

209

A:

B:

411

0.865 =

+

+

+++ 556411 95223

*1375

158A:

B: 95

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

209AMBIENT

RELATED

PROJECT

TOTAL 209

LANE

SIGNAL Prot-Var

1

Prot-Var Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0

LT

1234 59 223 955 214 104 556 255 95 264 53

104 255556214955223591234 5326495

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 23: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AM

INGLEWOOD AV LENNOX BLVDN/S: W/E: 310I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

116

A:

B:

889

73

A:

B:

456

468A:

B: 155

1.048 =

+

+

+++ 889456 72155

1500

311A:

B: 72

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

155AMBIENT

RELATED

PROJECT

TOTAL 155

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0

LT

379 89 73 348 108 116 795 94 72 212 99

116 947951083487389379 9921272

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

INGLEWOOD ARBOR VITAEN/S: W/E: 502I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

93

A:

B:

562

97

A:

B:

495

323A:

B: 118

0.847 =

+

+

+++ 562495 95118

1500

400A:

B: 95

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

118AMBIENT

RELATED

PROJECT

TOTAL 118

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

256 67 97 271 127 93 993 131 95 682 119

93 1319931272719767256 11968295

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

INGLEWOOD CENTURYN/S: W/E: 503I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

129

A:

B:

507

73

A:

B:

534

438A:

B: 119

0.799 =

+

+

+++ 507534 39119

1500

147A:

B: 39

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

119AMBIENT

RELATED

PROJECT

TOTAL 119

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

262 175 73 442 92 129 1438 84 39 420 22

129 8414389244273175262 2242039

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

AM

INGLEWOOD IMPERIALN/S: W/E: 505I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

137

A:

B:

344

34

A:

B:

521

426A:

B: 499

0.989 =

+

+

+++ 344521 120499

1500

152A:

B: 120

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

499AMBIENT

RELATED

PROJECT

TOTAL 499

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

426 93 34 422 99 137 953 79 120 297 152

137 79953994223493426 152297120

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

Page 24: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

2015 No Action / No ProjectAM

LA BREA ARBOR VITAEN/S: W/E: 506I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

217A:

B: 100

292A:

B: 157

160

A:

B:

364

0.707 =

+

+

+++ 387364 100157

1425

172

A:

B:

387

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

160AMBIENT

RELATED

PROJECT

TOTAL 160

LANE

SIGNAL Perm

1

Perm Prot-Fix Prot-FixAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 0 1 0

LT

1059 33 157 877 53 100 433 184 172 387 177

100 18443353877157331059 177387172

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

2015 No Action No ProjectAM

PRAIRIE LENNOXN/S: W/E: 510I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

609

505A:

B: 584

1.053 =

+

+

+++ 0 308609584

1425

197

A:

B:

308

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

584AMBIENT

RELATED

PROJECT

TOTAL 584

LANE

SIGNAL Perm

1

Perm Split SplitAuto Auto Auto Auto

0 3 0 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0

LT

1514 0 0 1376 451 0 0 0 197 0 308

0 004511376001514 3080197

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:08:55 AMCalcaDB24NANPAM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectPM

AIRPORT BLVD ARBOR VITAE STN/S: W/E: 3I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

297

A:

B:

537

227A:

B: 144

100

A:

B:

552

0.821 =

+

+

+++ 537552 103144

*1500

320A:

B: 103

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

100AMBIENT

RELATED

PROJECT

TOTAL 100

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

LT

890 213 144 680 38 297 807 267 103 641 199

297 26780738680144213890 199641103

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectPM

AIRPORT BLVD CENTURY BLVDN/S: W/E: 4I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

412

166A:

B: 330

0

A:

B:

0

0.641 =

+

+

+++ 4120 235330

*1375

374A:

B: 235

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Split

1

Split Prot-Var Prot-VarAuto Auto OLA Auto

0 2 0 0 1 0 2 1 1 0 0 1 0 1 0 4 0 0 1 0 2 0 4 0 0 1 0

LT

0 0 891 0 283 0 1648 508 427 1497 0

0 5081648283089100 01497427

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 25: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

AIRPORT BLVD LA TIJERA BLVDN/S: W/E: 5I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

436A:

B: 222

8

A:

B:

104

354A:

B: 283

0.718 =

+

+

+++ 475104 222283

*1375

58

A:

B:

475

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

283AMBIENT

RELATED

PROJECT

TOTAL 283

LANE

SIGNAL Perm

0

Perm Prot-Var Prot-VarOLA Auto Auto Auto

1 0 0 1 1 0 0 1 0 0 1 0 0 2 0 1 0 1 0 0 1 0 2 0 1 0 0

LT

176 605 8 130 48 404 870 2 58 1260 164

404 2870481308605176 164126058

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

AIRPORT BLVD MANCHESTER AVN/S: W/E: 6I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

631A:

B: 214

301A:

B: 90

101

A:

B:

459

0.930 =

+

+

+++ 737459 21490

*1500

67

A:

B:

737

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

101AMBIENT

RELATED

PROJECT

TOTAL 101

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

837 81 90 559 42 214 1262 108 67 1474 78

214 1081262425599081837 78147467

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

AVIATION BLVD ARBOR VITAE STN/S: W/E: 7I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

592A:

B: 268

467A:

B: 246

212

A:

B:

443

1.085 =

+

+

+++ 631443 268246

*1375

169

A:

B:

631

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

386AMBIENT

RELATED

PROJECT

TOTAL 386

LANE

SIGNAL Prot-Var

2

Prot-Var Perm PermAuto Auto Auto Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

885 246 246 746 188 268 1037 147 169 1085 176

268 1471037188746246246885 1761085169

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD ARBOR VITAE STN/S: W/E: 8I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

532A:

B: 51

498A:

B: 289

294

A:

B:

506

1.035 =

+

+

+++ 707506 51289

1500

183

A:

B:

707

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

294AMBIENT

RELATED

PROJECT

TOTAL 294

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0

LT

750 261 289 773 223 51 1064 185 183 1223 190

51 1851064223773289261750 1901223183

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 26: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

AVIATION BLVD 111TH STN/S: W/E: 10I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

71

A:

B:

360

440A:

B: 139

2

A:

B:

468

0.595 =

+

+

+++ 360468 30139

*1500

12A:

B: 30

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

2AMBIENT

RELATED

PROJECT

TOTAL 2

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

LT

1378 28 139 1300 21 71 13 360 30 10 2

71 36013211300139281378 21030

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

AVIATION BLVD CENTURY BLVDN/S: W/E: 11I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

567A:

B: 43

396A:

B: 102

197

A:

B:

645

1.062 =

+

+

+++ 766645 43102

*1375

192

A:

B:

766

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

532AMBIENT

RELATED

PROJECT

TOTAL 532

LANE

SIGNAL Prot-Var

3

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 2 0 2 0 0 1 0 1 0 3 0 1 0 0 1 0 3 0 1 0 0

LT

1114 176 186 792 194 43 2022 247 192 2695 368

43 24720221947921861761114 3682695192

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

AVIATION BLVD EL SEGUNDO BLVDN/S: W/E: 12I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

267A:

B: 135

430A:

B: 310

236

A:

B:

449

1.140 =

+

+

+++ 674449 135310

1375

208

A:

B:

674

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

236AMBIENT

RELATED

PROJECT

TOTAL 236

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 2 0 2 0 1 0 0 1 0 3 0 0 1 0

LT

1049 297 310 1290 196 245 738 64 208 2021 356

245 6473819612903102971049 3562021208

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

AVIATION BLVD IMPERIAL HWYN/S: W/E: 13I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

421A:

B: 61

239

A:

B:

706

287A:

B: 339

1.158 =

+

+

+++ 582706 61339

*1375

214

A:

B:

582

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

617AMBIENT

RELATED

PROJECT

TOTAL 617

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA OLA OLA Auto

0 2 0 0 1 0 2 0 1 0 1 1 0 2 0 3 0 0 1 0 2 0 2 0 1 0 0

LT

574 251 435 1411 408 110 1263 209 389 1204 541

110 20912634081411435251574 5411204389

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 27: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

AVIATION BLVD MANCHESTER AVN/S: W/E: 14I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

82

A:

B:

450

0

A:

B:

268

343A:

B: 272

1.087 =

+

+

+++ 450268 505272

1375

786A:

B: 505

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

272AMBIENT

RELATED

PROJECT

TOTAL 272

LANE

SIGNAL Prot-Fix

1

Perm Perm Prot-FixAuto Auto Auto Auto

0 1 0 1 0 0 0 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

542 144 0 537 358 82 901 6 505 1573 455

82 69013585370144542 4551573505

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

AVIATION BLVD ROSECRANS AVN/S: W/E: 15I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

422A:

B: 448

510A:

B: 372

102

A:

B:

359

1.232 =

+

+

+++ 515359 448372

1375

344

A:

B:

515

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

186AMBIENT

RELATED

PROJECT

TOTAL 186

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 2 0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 1 0 0

LT

843 583 677 2041 472 815 1508 178 626 1906 155

815 17815084722041677583843 1551906626

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

CENTINELA AV JEFFERSON BLVDN/S: W/E: 18I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

91

A:

B:

471

87A:

B: 285

82

A:

B:

225

0.913 =

+

+

+++ 471225 371285

*1375

725A:

B: 371

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

149AMBIENT

RELATED

PROJECT

TOTAL 149

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA OLA OLA OLA

0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0

LT

676 174 518 173 443 165 1413 514 675 2175 18

165 5141413443173518174676 182175675

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD CENTINELA AVN/S: W/E: 22I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

208

A:

B:

439

116

A:

B:

615

442A:

B: 348

1.150 =

+

+

+++ 439615 275348

*1375

345A:

B: 275

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

632AMBIENT

RELATED

PROJECT

TOTAL 632

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA

0 3 0 0 1 0 2 0 3 0 0 1 0 2 0 1 0 1 0 0 1 0 3 0 0 2 0

LT

1327 279 211 1846 186 378 671 207 275 1035 860

378 20767118618462112791327 8601035275

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 28: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

LA CIENEGA BLVD CENTURY BLVDN/S: W/E: 26I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

365A:

B: 75

222

A:

B:

332

275A:

B: 272

0.961 =

+

+

+++ 738332 75272

*1375

344

A:

B:

738

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

272AMBIENT

RELATED

PROJECT

TOTAL 272

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarOLA OLA Auto OLA

0 2 0 0 2 0 1 0 2 0 0 2 0 1 0 3 0 1 0 0 1 0 3 0 0 2 0

LT

549 437 222 664 670 75 1192 266 344 2214 990

75 2661192670664222437549 9902214344

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD CENTURY BLVDN/S: W/E: 27I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

562

A:

B:

562

792A:

B: 0

0

A:

B:

871

0.885 =

+

+

+++ 562 0871 0

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Split <none>Free Auto Auto <none>

0 4 0 0 1 0 0 0 4 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0

LT

3486 6 0 3168 53 1081 43 464 0 0 0

1081 46443533168063486 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

CULVER BLVD JEFFERSON BLVDN/S: W/E: 28I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

7A:

B: 762

23

A:

B:

621

545A:

B: 0

0.852 =

+

+

+++ 0621 7620

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Split <none>Free Auto Auto <none>

0 2 0 0 1 0 0 1 1 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0

LT

1089 609 23 1102 0 1386 0 7 0 0 0

1386 7001102236091089 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

VISTA DEL MAR CULVER BLVDN/S: W/E: 33I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

227A:

B: 386

52

A:

B:

59

0

A:

B:

348

0.558 =

+

+

+++ 7159348 386

*1375

2

A:

B:

71

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

4AMBIENT

RELATED

PROJECT

TOTAL 4

LANE

SIGNAL Split

0

Split Split SplitAuto Auto Auto Auto

0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 0 0 1 0 0 0 1 0 0 1 0 0

LT

24 671 52 6 1 1043 158 68 2 136 5

1043 68158165267124 51362

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 29: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

DOUGLAS ST IMPERIAL HWYN/S: W/E: 34I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

693

0A:

B: 21

162

A:

B:

243

0.673 =

+

+

+++ 693243 6421

*1375

378A:

B: 64

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

294AMBIENT

RELATED

PROJECT

TOTAL 294

LANE

SIGNAL Split

2

Split Prot-Var Prot-VarAuto Auto Auto Auto

0 2 0 0 2 0 1 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 3 0 0 0 0

LT

12 441 32 0 31 0 2049 29 64 1134 0

0 2920493103244112 0113464

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD EL SEGUNDO BLVDN/S: W/E: 35I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

388

A:

B:

388

137

A:

B:

875

799A:

B: 176

1.249 =

+

+

+++ 388 278875176

1375

92

A:

B:

278

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

320AMBIENT

RELATED

PROJECT

TOTAL 320

LANE

SIGNAL Prot-Var

2

Prot-Var Split SplitAuto Auto Auto Auto

0 3 0 0 1 0 2 0 4 0 0 1 0 1 1 1 0 0 1 0 1 0 2 0 0 1 0

LT

2398 51 248 3500 100 702 462 247 92 556 316

702 2474621003500248512398 31655692

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

VISTA DEL MAR GRAND AVN/S: W/E: 36I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

103

A:

B:

124

257

A:

B:

708

334A:

B: 0

0.487 =

+

+

+++ 124708 30

*1500

11A:

B: 3

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 1 0 0 0

LT

532 136 257 1411 5 199 8 124 3 8 0

199 124851411257136532 083

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD FLORENCE AVN/S: W/E: 40I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

214

A:

B:

372

515

A:

B:

515

36

A:

B:

391

1.220 =

+

+

+++ 372515391 400

1375

423A:

B: 400

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

36AMBIENT

RELATED

PROJECT

TOTAL 36

LANE

SIGNAL Split

1

Split Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 1 1 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

684 98 592 953 439 214 638 107 400 820 26

214 10763843995359298684 26820400

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 30: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

HIGHLAND AV/VISTA DEL MAR ROSECRANS AVN/S: W/E: 43I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

177

A:

B:

443

135

A:

B:

1464

211A:

B: 4

1.359 =

+

+

+++ 4431464 254

1425

132A:

B: 25

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

4AMBIENT

RELATED

PROJECT

TOTAL 4

LANE

SIGNAL Perm

1

Prot-Fix Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

266 156 135 963 501 177 78 510 25 120 13

177 51078501963135156266 1312025

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD HOWARD HUGHES PKWYN/S: W/E: 44I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 331

705A:

B: 488

0

A:

B:

618

0.938 =

+

+

+++ 0618 331488

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Free <none> OLA <none>

0 4 0 0 1 0 2 0 3 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0

LT

2472 884 887 2114 0 894 0 168 0 0 0

894 1680021148878842472 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

I-105 FWY/CONTINENTAL CITY DR IMPERIAL HWYN/S: W/E: 45I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

392A:

B: 425

0

A:

B:

0

0A:

B: 148

0.704 =

+

+

+++ 5300 425148

*1425

0

A:

B:

530

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

270AMBIENT

RELATED

PROJECT

TOTAL 270

LANE

SIGNAL Split

2

<none> Prot-Fix PermOLA <none> <none> OLA

0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 2 0 1 1 0

LT

0 186 0 0 0 772 1177 0 0 1438 680

772 011770001860 68014380

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

I-405 FWY NB RAMPS IMPERIAL HWYN/S: W/E: 46I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

126A:

B: 0

0

A:

B:

0

171

A:

B:

171

0.379 =

+

+

+++ 3980171 0

1500

0

A:

B:

398

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

199AMBIENT

RELATED

PROJECT

TOTAL 199

LANE

SIGNAL Split

1

<none> Perm PermAuto <none> Free Free

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 2 0 1 1 0

LT

0 143 0 0 0 0 345 157 0 1163 431

0 1573450001430 43111630

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 31: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

MAIN ST IMPERIAL HWYN/S: W/E: 47I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

473A:

B: 943

0

A:

B:

0

0A:

B: 321

1.130 =

+

+

+++ 4460 943321

*1425

0

A:

B:

446

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

583AMBIENT

RELATED

PROJECT

TOTAL 583

LANE

SIGNAL Split

2

<none> Prot-Fix PermFree <none> <none> Auto

0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 2 0 0 1 0

LT

0 654 0 0 0 943 946 0 0 813 606

943 09460006540 6068130

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

I-105 FWY W/B OFF/NASH ST IMPERIAL HWYN/S: W/E: 48I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

562A:

B: 407

67

A:

B:

180

0

A:

B:

0

0.654 =

+

+

+++ 4451800 407

*1425

0

A:

B:

445

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Prot-Fix Perm<none> Auto <none> Auto

0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 3 0 0 0 0 0 0 2 0 1 0 0

LT

0 0 67 268 273 740 1687 0 0 1094 241

740 016872732686700 24110940

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

PERSHING DR IMPERIAL HWYN/S: W/E: 49I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

423

606

A:

B:

606

0

A:

B:

0

0.763 =

+

+

+++ 4236060 117

*1375

244A:

B: 117

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Split

0

Split Prot-Var Prot-VarAuto OLA OLA Auto

0 0 1 0 0 0 1 0 0 1 0 1 0 1 0 2 0 0 1 0 2 0 1 0 1 0 0

LT

0 0 1211 0 484 0 846 969 212 487 0

0 9698464840121100 0487212

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD IMPERIAL HWYN/S: W/E: 50I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

191

A:

B:

456

666A:

B: 194

91

A:

B:

940

1.193 =

+

+

+++ 456940 147194

*1375

141A:

B: 147

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

91AMBIENT

RELATED

PROJECT

TOTAL 91

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0

LT

2045 1036 353 2570 96 348 657 553 268 401 187

348 55365796257035310362045 187401268

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 32: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

VISTA DEL MAR IMPERIAL HWYN/S: W/E: 51I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

358

A:

B:

358

256

A:

B:

647

171A:

B: 0

0.635 =

+

+

+++ 358 06470

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

1

Prot-Fix Split <none>Auto Auto OLA <none>

0 2 0 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0

LT

342 340 256 1294 0 715 0 395 0 0 0

715 395001294256340342 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD IMPERIAL HWYN/S: W/E: 52I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

147A:

B: 14

83

A:

B:

284

85A:

B: 204

0.669 =

+

+

+++ 514284 14204

*1375

73

A:

B:

514

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

371AMBIENT

RELATED

PROJECT

TOTAL 371

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA

0 1 0 1 1 0 2 0 1 0 1 1 0 2 0 3 0 0 2 0 2 0 3 0 0 2 0

LT

102 152 151 455 398 25 441 100 132 1543 938

25 100441398455151152102 9381543132

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

I-405 N/B RAMPS JEFFERSON BLVDN/S: W/E: 54I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

553

0

A:

B:

0

156

A:

B:

273

0.933 =

+

+

+++ 5530273 377

*1200

567A:

B: 377

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

156AMBIENT

RELATED

PROJECT

TOTAL 156

LANE

SIGNAL Perm

1

<none> Perm Prot-FixAuto <none> Auto <none>

0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 0 3 0 0 0 0

LT

3 270 0 0 0 398 1106 186 377 1701 0

398 18611060002703 01701377

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

I-405 S/B RAMPS JEFFERSON BLVDN/S: W/E: 55I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

587A:

B: 233

131

A:

B:

131

0

A:

B:

0

0.673 =

+

+

+++ 5271310 233

*1200

0

A:

B:

527

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Perm Prot-Fix Perm<none> Auto Auto Auto

0 0 0 0 0 0 1 0 0 1 0 1 0 2 0 2 0 0 0 0 0 0 3 0 0 1 0

LT

0 0 170 0 224 423 1175 0 334 1581 318

423 01175224017000 3181581334

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 33: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

LINCOLN BLVD JEFFERSON BLVDN/S: W/E: 57I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

311A:

B: 461

656A:

B: 217

115

A:

B:

823

1.150 =

+

+

+++ 176823 461217

*1375

69

A:

B:

176

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

115AMBIENT

RELATED

PROJECT

TOTAL 115

LANE

SIGNAL Prot-Var

1

Prot-Var Split SplitOLA Auto OLA Auto

0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 2 0 0 2 0 1 0 2 0 1 0 0

LT

2937 1284 394 1900 656 839 622 542 69 461 66

839 542622656190039412842937 6646169

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD 111TH STN/S: W/E: 67I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

307

144A:

B: 139

0.457 =

+

+

+++ 0307 344139

*1500

224A:

B: 344

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

139AMBIENT

RELATED

PROJECT

TOTAL 139

LANE

SIGNAL Perm

1

Perm <none> Perm<none> Auto <none> Auto

0 2 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0

LT

288 0 0 510 307 0 0 0 625 0 224

0 0030751000288 2240625

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD I-405 RAMPS S/O CENTURY BLN/S: W/E: 68I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

34

424A:

B: 489

0

A:

B:

445

0.609 =

+

+

+++ 34 0445 489

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> Auto <none>

0 2 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0

LT

891 159 890 848 0 0 0 507 0 0 0

0 50700848890159891 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD I-405 FWY SB N/O IMPERIALN/S: W/E: 69I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 96

256A:

B: 114

14

A:

B:

200

0.222 =

+

+

+++ 6200 96114

*1425

0

A:

B:

6

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

14AMBIENT

RELATED

PROJECT

TOTAL 14

LANE

SIGNAL Perm

1

Prot-Fix Perm PermOLA Auto Auto Auto

0 2 0 0 1 0 1 0 3 0 0 0 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0

LT

399 41 114 768 0 174 0 50 0 1 5

174 500076811441399 510

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 34: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

LA CIENEGA BLVD LENNOX BLVDN/S: W/E: 71I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

170

A:

B:

183

230A:

B: 341

0

A:

B:

445

0.610 =

+

+

+++ 183 0445 341

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> Auto <none>

0 1 0 1 0 0 1 0 3 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

LT

603 287 341 691 0 170 0 365 0 0 0

170 36500691341287603 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD MANCHESTER AVN/S: W/E: 72I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

374A:

B: 207

225

A:

B:

323

46

A:

B:

297

0.905 =

+

+

+++ 418323297 207

1375

68

A:

B:

418

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

46AMBIENT

RELATED

PROJECT

TOTAL 46

LANE

SIGNAL Split

1

Split Prot-Fix Prot-FixOLA Auto Auto Auto

0 1 0 1 0 0 1 1 1 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

512 82 225 848 120 376 986 135 68 1092 161

376 13598612084822582512 161109268

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

I-405 N/B RAMPS LA TIJERA BLVDN/S: W/E: 78I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

464

0

A:

B:

0

305

A:

B:

394

0.717 =

+

+

+++ 4640394 263

*1425

689A:

B: 263

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

305AMBIENT

RELATED

PROJECT

TOTAL 305

LANE

SIGNAL Split

1

<none> Perm Prot-Fix<none> <none> Auto <none>

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 0 3 0 0 0 0

LT

2 394 0 0 0 461 1271 120 478 2066 0

461 12012710003942 02066478

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

I-405 S/B RAMPS LA TIJERA BLVDN/S: W/E: 79I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

501A:

B: 254

275

A:

B:

360

0

A:

B:

0

0.877 =

+

+

+++ 7353600 254

*1425

0

A:

B:

735

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Prot-Fix Perm<none> <none> <none> Auto

0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 3 0 0 0 0 0 0 2 0 1 0 0

LT

0 0 275 0 445 461 1504 0 472 1784 422

461 01504445027500 4221784472

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 35: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

LINCOLN BLVD LA TIJERA BLVDN/S: W/E: 81I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

9

A:

B:

14

17

A:

B:

747

541A:

B: 37

0.617 =

+

+

+++ 14 14774737

*1375

93

A:

B:

147

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

68AMBIENT

RELATED

PROJECT

TOTAL 68

LANE

SIGNAL Prot-Fix

2

Prot-Fix Split SplitAuto Auto Auto Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0

LT

2161 2 17 2096 145 9 2 4 183 3 166

9 4214520961722161 1663183

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA TIJERA BLVD MANCHESTER AVN/S: W/E: 82I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

458A:

B: 294

282A:

B: 79

35

A:

B:

487

0.940 =

+

+

+++ 529487 29479

*1375

290

A:

B:

529

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

35AMBIENT

RELATED

PROJECT

TOTAL 35

LANE

SIGNAL Perm

1

Perm Prot-Var Prot-VarAuto Auto Auto Auto

0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

973 282 79 563 150 294 915 118 290 1058 26

294 11891515056379282973 261058290

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD LA TIJERA BLVDN/S: W/E: 83I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

452A:

B: 372

506A:

B: 197

147

A:

B:

582

1.036 =

+

+

+++ 425582 372197

*1425

141

A:

B:

425

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

147AMBIENT

RELATED

PROJECT

TOTAL 147

LANE

SIGNAL Perm

1

Perm Prot-Fix PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

LT

1745 223 197 1519 117 372 700 203 141 850 66

372 20370011715191972231745 66850141

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LINCOLN BLVD 83RD STN/S: W/E: 87I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

36

A:

B:

169

1060A:

B: 388

27

A:

B:

1095

1.401 =

+

+

+++ 1691095 371388

*1375

86A:

B: 371

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

27AMBIENT

RELATED

PROJECT

TOTAL 27

LANE

SIGNAL Perm

1

Prot-Fix Perm Prot-FixAuto Auto Auto Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

4296 82 388 2786 394 36 62 363 371 65 21

36 363623942786388824296 2165371

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 36: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

LINCOLN BLVD MANCHESTER AVN/S: W/E: 88I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

313

A:

B:

564

857A:

B: 165

40

A:

B:

822

1.427 =

+

+

+++ 564822 507165

*1375

388A:

B: 507

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

40AMBIENT

RELATED

PROJECT

TOTAL 40

LANE

SIGNAL Perm

1

Prot-Fix Prot-Fix Prot-FixAuto Auto OLA Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

3160 130 165 2417 153 313 555 729 507 775 207

313 72955515324171651303160 207775507

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD LINCOLN BLVDN/S: W/E: 93I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

292A:

B: 0

0

A:

B:

451

0

A:

B:

0

0.579 =

+

+

+++ 5224510 0

*1500

0

A:

B:

522

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Perm Perm<none> <none> Free <none>

0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 3 0 0 0 4 0 0 0 0

LT

0 0 0 1804 0 0 1167 2654 0 2089 0

0 2654116701804000 020890

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LINCOLN BLVD TEALE STN/S: W/E: 94I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 327

730A:

B: 123

0

A:

B:

1260

1.130 =

+

+

+++ 01260 327123

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> OLA <none>

0 4 0 0 1 0 2 0 4 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0

LT

4221 1423 224 2919 0 883 0 110 0 0 0

883 11000291922414234221 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

PERSHING DR MANCHESTER AVN/S: W/E: 98I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

97A:

B: 237

225A:

B: 490

15

A:

B:

202

0.694 =

+

+

+++ 122202 237490

*1375

33

A:

B:

122

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

15AMBIENT

RELATED

PROJECT

TOTAL 15

LANE

SIGNAL Perm

1

Prot-Fix Split SplitAuto Auto OLA Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0

LT

404 269 490 426 24 237 97 322 33 175 69

237 3229724426490269404 6917533

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 37: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

SEPULVEDA BLVD MANCHESTER AVN/S: W/E: 99I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

156

A:

B:

684

625A:

B: 157

96

A:

B:

689

1.116 =

+

+

+++ 684689 101157

*1375

574A:

B: 101

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

96AMBIENT

RELATED

PROJECT

TOTAL 96

LANE

SIGNAL Prot-Fix

1

Prot-Fix Perm Prot-FixAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 2 0 2 0 0 1 0

LT

2067 137 157 1874 220 156 1020 347 183 1147 130

156 347102022018741571372067 1301147183

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD MARIPOSA AVN/S: W/E: 100I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

140

A:

B:

291

152

A:

B:

863

715A:

B: 163

1.081 =

+

+

+++ 291863 169163

1375

209A:

B: 169

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

163AMBIENT

RELATED

PROJECT

TOTAL 163

LANE

SIGNAL Prot-Var

1

Prot-Var Perm PermAuto Auto Auto Auto

0 4 0 0 1 0 2 0 3 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

2860 87 276 3256 197 140 291 103 169 152 56

140 1032911973256276872860 56152169

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

PERSHING DR WESTCHESTER PKWYN/S: W/E: 101I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

229A:

B: 317

320A:

B: 88

0

A:

B:

275

0.407 =

+

+

+++ 0275 31788

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>OLA <none> OLA <none>

0 2 0 0 2 0 1 0 2 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0

LT

550 309 88 640 0 883 0 385 0 0 0

883 3850064088309550 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD ROSECRANS AVN/S: W/E: 103I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

231

A:

B:

642

324

A:

B:

1324

398A:

B: 211

1.663 =

+

+

+++ 6421324 110211

1375

284A:

B: 110

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

384AMBIENT

RELATED

PROJECT

TOTAL 384

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA Auto <none> <none>

0 4 0 0 1 0 2 0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0

LT

1591 484 589 3972 175 420 877 642 200 833 284

420 64287717539725894841591 284833200

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 38: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

SEPULVEDA BLVD I-105 OFF RAMP N/O IMPERIAL HWN/S: W/E: 105I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

805

0

A:

B:

0

0

A:

B:

955

1.103 =

+

+

+++ 805 00955

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

<none> Perm <none><none> <none> <none> <none>

0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0

LT

2865 0 0 0 0 0 0 2176 0 0 0

0 2176000002865 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD 76TH/77TH STN/S: W/E: 106I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

67

A:

B:

83

783A:

B: 137

115

A:

B:

846

0.766 =

+

+

+++ 83846 125137

*1425

131A:

B: 125

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

115AMBIENT

RELATED

PROJECT

TOTAL 115

LANE

SIGNAL Perm

1

Perm Perm Prot-FixAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0

LT

2505 32 137 2062 286 67 83 73 227 131 71

67 73832862062137322505 71131227

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD WESTCHESTER PKWYN/S: W/E: 109I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

556A:

B: 219

471A:

B: 354

173

A:

B:

636

1.037 =

+

+

+++ 451636 219354

*1500

63

A:

B:

451

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

173AMBIENT

RELATED

PROJECT

TOTAL 173

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

1907 90 354 1412 169 219 810 303 63 860 41

219 3038101691412354901907 4186063

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD I-405 SB RAMPS N/O CENTURYN/S: W/E: 111I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

505

A:

B:

505

516A:

B: 159

0

A:

B:

491

0.700 =

+

+

+++ 505 0491 159

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Split <none>Auto Auto Auto <none>

0 1 0 1 1 0 1 0 2 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0

LT

981 302 159 1032 0 522 0 487 0 0 0

522 487001032159302981 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 39: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

I-405 NB OFF-RAMP CENTURY BLVDN/S: W/E: 307I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

383

1

A:

B:

25

198A:

B: 347

0.739 =

+

+

+++ 383 73725347

1500

0

A:

B:

737

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

630AMBIENT

RELATED

PROJECT

TOTAL 630

LANE

SIGNAL Split

2

<none> <none> Perm<none> Auto Auto Free

0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 0 2 0 1 1 0

LT

0 198 1 0 24 0 1148 18 0 1859 1090

0 18114824011980 109018590

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectPM

LA CIENEGA BLVD EL SEGUNDO BLVDN/S: W/E: 312I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

337A:

B: 0

143A:

B: 572

0

A:

B:

0

0.783 =

+

+

+++ 5440 0572

1425

146

A:

B:

544

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Perm Prot-Fix<none> Auto Auto <none>

0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 2 0 1 0 0 1 0 3 0 0 0 0

LT

0 0 1040 0 392 0 805 206 146 1632 0

0 2068053920104000 01632146

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectPM

LA CIENEGA BLVD 120TH STN/S: W/E: 313I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

104A:

B: 121

290A:

B: 268

22

A:

B:

88

0.467 =

+

+

+++ 16588 121268

1375

31

A:

B:

165

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

22AMBIENT

RELATED

PROJECT

TOTAL 22

LANE

SIGNAL Perm

1

Perm Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

125 50 268 440 139 121 157 52 31 249 82

121 5215713944026850125 8224931

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:10:35 AMCalcaDB15NANPPM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectPM

LA CIENEGA BLVD 104TH STN/S: W/E: 0I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

335

273A:

B: 150

0.432 =

+

+

+++ 0335 230150

*1425

27A:

B: 230

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

150AMBIENT

RELATED

PROJECT

TOTAL 150

LANE

SIGNAL Prot-Fix

1

Perm Perm PermAuto Auto Auto OLA

0 2 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0

LT

819 0 0 855 150 0 0 0 230 0 177

0 0015085500819 1770230

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 40: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

2015 No Action / No ProjectPM

LINCOLN BLVD BALI WYN/S: W/E: 16I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

2

A:

B:

29

44

A:

B:

810

680A:

B: 179

0.874 =

+

+

+++ 29 280810179

*1375

280

A:

B:

280

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

179AMBIENT

RELATED

PROJECT

TOTAL 179

LANE

SIGNAL Prot-Var

1

Prot-Var Split SplitAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 1 0 0 0 1 0

LT

2027 13 44 1873 558 2 2 27 558 1 142

2 272558187344132027 1421558

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

CENTINELA AV CULVER BLVDN/S: W/E: 17I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

97

A:

B:

561

168

A:

B:

671

531A:

B: 28

0.942 =

+

+

+++ 561671 25828

*1500

401A:

B: 258

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

28AMBIENT

RELATED

PROJECT

TOTAL 28

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

1061 92 168 1074 268 97 921 201 258 756 46

97 2019212681074168921061 46756258

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD CENTINELA AVN/S: W/E: 20I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

346A:

B: 116

753A:

B: 192

174

A:

B:

871

1.259 =

+

+

+++ 649871 116192

*1375

0

A:

B:

649

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

174AMBIENT

RELATED

PROJECT

TOTAL 174

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Fix PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 3 0 0 1 0 0 0 2 0 1 0 0

LT

2508 105 192 2096 163 116 1037 234 0 1674 273

116 234103716320961921052508 27316740

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA BREA AV CENTURY BLVDN/S: W/E: 25I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

72

A:

B:

375

105

A:

B:

378

261A:

B: 291

1.039 =

+

+

+++ 375378 384291

1375

446A:

B: 384

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

291AMBIENT

RELATED

PROJECT

TOTAL 291

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

1026 19 105 1134 159 72 1044 79 384 1129 208

72 7910441591134105191026 2081129384

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 41: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

LINCOLN BLVD FIJI WYN/S: W/E: 39I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

54

A:

B:

78

65

A:

B:

718

833A:

B: 458

0.915 =

+

+

+++ 78718 150458

*1425

44A:

B: 150

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

833AMBIENT

RELATED

PROJECT

TOTAL 833

LANE

SIGNAL Prot-Fix

2

Prot-Fix Perm PermAuto Auto Auto Free

0 3 0 0 1 0 1 0 2 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0

LT

2498 73 65 2004 150 54 43 35 150 44 806

54 3543150200465732498 80644150

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

HAWTHORNE BLVD IMPERIAL HWYN/S: W/E: 42I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

257A:

B: 276

183

A:

B:

499

260A:

B: 89

0.961 =

+

+

+++ 457499 27689

1375

348

A:

B:

457

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

162AMBIENT

RELATED

PROJECT

TOTAL 162

LANE

SIGNAL Prot-Fix

2

Prot-Fix Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

532 398 183 1303 193 276 544 226 348 1129 242

276 2265441931303183398532 2421129348

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LA CIENEGA BLVD LA TIJERA BLVDN/S: W/E: 70I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

983

837A:

B: 0

0.914 =

+

+

+++ 0983 4930

*1500

344A:

B: 493

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm <none> SplitAuto OLA <none> Auto

0 2 0 1 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0

LT

2351 159 0 2460 1474 0 0 0 1332 344 0

0 001474246001592351 03441332

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LINCOLN BLVD MARINA EXPWYN/S: W/E: 89I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

63A:

B: 216

699A:

B: 388

0

A:

B:

871

0.965 =

+

+

+++ 0871 216388

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> OLA <none>

0 2 0 1 0 0 2 0 3 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0

LT

2382 230 705 2098 0 392 0 819 0 0 0

392 8190020987052302382 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 42: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

LINCOLN BLVD MAXELLA AVN/S: W/E: 90I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

310

A:

B:

310

599A:

B: 140

114

A:

B:

842

0.923 =

+

+

+++ 310 73842 140

*1375

53

A:

B:

73

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

208AMBIENT

RELATED

PROJECT

TOTAL 208

LANE

SIGNAL Prot-Var

2

Prot-Var Split SplitAuto Auto OLA Auto

0 3 0 0 1 0 2 0 3 0 1 0 0 1 1 0 0 0 1 0 1 0 1 0 0 1 0

LT

2526 390 255 2291 104 513 108 446 53 73 103

513 44610810422912553902526 1037353

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LINCOLN BLVD MINDANAO WYN/S: W/E: 91I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

342A:

B: 139

622A:

B: 217

169

A:

B:

718

0.999 =

+

+

+++ 396718 139217

*1375

0

A:

B:

396

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

169AMBIENT

RELATED

PROJECT

TOTAL 169

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Fix PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 1 0 1 0 0 0 0 1 0 1 0 0

LT

2154 293 217 1713 153 252 612 72 0 731 60

252 7261215317132172932154 607310

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LINCOLN BLVD VENICE BLVDN/S: W/E: 95I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

160

A:

B:

404

853A:

B: 139

169

A:

B:

913

1.051 =

+

+

+++ 404913 85139

*1375

298A:

B: 85

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

307AMBIENT

RELATED

PROJECT

TOTAL 307

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 2 0 1 0 1 0 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0

LT

1677 149 253 1608 98 291 808 240 154 893 129

291 2408089816082531491677 129893154

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

LINCOLN BLVD WASHINGTON BLVDN/S: W/E: 96I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

428A:

B: 199

161

A:

B:

674

738A:

B: 372

1.163 =

+

+

+++ 451674 199372

*1375

102

A:

B:

451

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

677AMBIENT

RELATED

PROJECT

TOTAL 677

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto OLA

0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 0 1 0 2 0 2 0 0 1 0

LT

1974 240 292 1835 188 362 855 203 185 901 725

362 20385518818352922401974 725901185

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 43: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

CENTINELA AV RTE-90 E/B RAMPSN/S: W/E: 118I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

344A:

B: 284

0

A:

B:

602

0.552 =

+

+

+++ 0 0602 284

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix <none> SplitAuto Auto <none> Auto

0 2 0 1 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0

LT

1180 602 516 1031 0 0 0 0 0 0 0

0 00010315166021180 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

CENTINELA AV RTE-90 W/B RAMPSN/S: W/E: 119I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

213

A:

B:

213

0

A:

B:

530

340A:

B: 73

0.571 =

+

+

+++ 213 9753073

*1425

26

A:

B:

97

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

73AMBIENT

RELATED

PROJECT

TOTAL 73

LANE

SIGNAL Perm

1

Perm Split SplitFree Auto Auto Auto

0 2 0 1 0 0 0 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 1

LT

1020 0 0 1562 29 225 38 376 26 0 71

225 37638291562001020 71026

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD 79TH/80TH STN/S: W/E: 136I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

76

A:

B:

148

88

A:

B:

770

859A:

B: 202

0.848 =

+

+

+++ 148770 257202

*1500

117A:

B: 257

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

202AMBIENT

RELATED

PROJECT

TOTAL 202

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0

LT

2522 54 88 2310 218 76 109 112 257 117 110

76 112109218231088542522 110117257

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

SEPULVEDA BLVD 83RD STN/S: W/E: 137I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

27

A:

B:

421

870A:

B: 101

92

A:

B:

940

0.999 =

+

+

+++ 421940 141101

*1500

195A:

B: 141

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

92AMBIENT

RELATED

PROJECT

TOTAL 92

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0

LT

2819 39 101 2509 101 27 255 166 141 195 85

27 1662551012509101392819 85195141

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 44: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

HAWTHORNE BLVD LENNOX BLVDN/S: W/E: 309I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

140

A:

B:

467

221

A:

B:

460

484A:

B: 353

1.020 =

+

+

+++ 467460 219353

*1375

474A:

B: 219

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

353AMBIENT

RELATED

PROJECT

TOTAL 353

LANE

SIGNAL Prot-Var

1

Prot-Var Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0

LT

1451 163 221 1231 149 140 467 139 219 738 210

140 13946714912312211631451 210738219

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

INGLEWOOD AV LENNOX BLVDN/S: W/E: 310I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

676A:

B: 116

51

A:

B:

550

626A:

B: 167

1.256 =

+

+

+++ 1051550 116167

1500

143

A:

B:

1051

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

167AMBIENT

RELATED

PROJECT

TOTAL 167

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0

LT

422 204 51 322 228 116 566 110 143 858 193

116 11056622832251204422 193858143

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

INGLEWOOD ARBOR VITAEN/S: W/E: 502I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

72

A:

B:

452

98

A:

B:

529

294A:

B: 90

0.849 =

+

+

+++ 452529 20290

1500

564A:

B: 202

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

90AMBIENT

RELATED

PROJECT

TOTAL 90

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

238 55 98 285 146 72 784 119 202 983 146

72 1197841462859855238 146983202

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

PM

INGLEWOOD CENTURYN/S: W/E: 503I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

144

A:

B:

521

86

A:

B:

451

461A:

B: 126

0.807 =

+

+

+++ 521451 112126

1500

481A:

B: 112

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

126AMBIENT

RELATED

PROJECT

TOTAL 126

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

302 159 86 371 79 144 1463 99 112 1355 88

144 9914637937186159302 881355112

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

Page 45: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

PM

INGLEWOOD IMPERIALN/S: W/E: 505I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

227A:

B: 210

80

A:

B:

586

439A:

B: 413

1.163 =

+

+

+++ 536586 210413

1500

123

A:

B:

536

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

413AMBIENT

RELATED

PROJECT

TOTAL 413

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

439 271 80 528 58 210 624 56 123 1273 335

210 566245852880271439 3351273123

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectPM

LA BREA ARBOR VITAEN/S: W/E: 506I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

213A:

B: 69

163

A:

B:

291

291A:

B: 241

0.713 =

+

+

+++ 415291 69241

1425

122

A:

B:

415

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

241AMBIENT

RELATED

PROJECT

TOTAL 241

LANE

SIGNAL Perm

1

Perm Prot-Fix Prot-FixAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 0 1 0

LT

796 76 163 874 64 69 426 124 122 415 188

69 1244266487416376796 188415122

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectPM

PRAIRIE LENNOXN/S: W/E: 510I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

674

484A:

B: 572

1.330 =

+

+

+++ 0 649674572

1425

538

A:

B:

649

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

572AMBIENT

RELATED

PROJECT

TOTAL 572

LANE

SIGNAL Perm

1

Perm Split SplitAuto Auto Auto Auto

0 3 0 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0

LT

1451 0 0 1733 290 0 0 0 538 0 649

0 002901733001451 6490538

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:12:13 AMCalcaDB24NANPPM

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAP

AIRPORT BLVD ARBOR VITAE STN/S: W/E: 3I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

244A:

B: 324

311A:

B: 99

28

A:

B:

513

0.894 =

+

+

+++ 510513 32499

*1500

186

A:

B:

510

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

28AMBIENT

RELATED

PROJECT

TOTAL 28

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

LT

697 328 99 934 57 324 299 188 186 1019 269

324 1882995793499328697 2691019186

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 46: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

2015 No Action / No ProjectAP

AIRPORT BLVD CENTURY BLVDN/S: W/E: 4I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

384

104

A:

B:

405

0

A:

B:

0

0.618 =

+

+

+++ 3844050 157

*1375

308A:

B: 157

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Split

1

Split Prot-Var Prot-VarAuto Auto OLA Auto

0 2 0 0 1 0 2 1 1 0 0 1 0 1 0 4 0 0 1 0 2 0 4 0 0 1 0

LT

0 0 282 0 483 0 1538 231 285 1234 0

0 2311538483028200 01234285

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AIRPORT BLVD LA TIJERA BLVDN/S: W/E: 5I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

454A:

B: 401

5

A:

B:

55

282A:

B: 322

0.745 =

+

+

+++ 34255 401322

*1375

50

A:

B:

342

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

322AMBIENT

RELATED

PROJECT

TOTAL 322

LANE

SIGNAL Perm

0

Perm Prot-Var Prot-VarOLA Auto Auto Auto

1 0 0 1 1 0 0 1 0 0 1 0 0 2 0 1 0 1 0 0 1 0 2 0 1 0 0

LT

105 459 5 81 19 728 896 12 50 831 194

728 1289619815459105 19483150

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AIRPORT BLVD MANCHESTER AVN/S: W/E: 6I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

725A:

B: 212

463A:

B: 132

134

A:

B:

496

0.957 =

+

+

+++ 701496 212132

*1500

43

A:

B:

701

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

134AMBIENT

RELATED

PROJECT

TOTAL 134

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

655 337 132 851 75 212 1449 201 43 1401 74

212 201144975851132337655 74140143

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AVIATION BLVD ARBOR VITAE STN/S: W/E: 7I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

323A:

B: 115

143

A:

B:

468

214A:

B: 110

0.977 =

+

+

+++ 747468 115110

*1375

433

A:

B:

747

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

199AMBIENT

RELATED

PROJECT

TOTAL 199

LANE

SIGNAL Prot-Var

2

Prot-Var Perm PermAuto Auto Auto Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

428 98 143 608 329 115 547 99 433 1159 334

115 9954732960814398428 3341159433

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 47: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LA CIENEGA BLVD ARBOR VITAE STN/S: W/E: 8I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

470A:

B: 190

335A:

B: 312

123

A:

B:

421

1.021 =

+

+

+++ 609421 190312

1500

192

A:

B:

609

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

123AMBIENT

RELATED

PROJECT

TOTAL 123

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0 1 0 1 0 1 0 0

LT

672 170 312 597 72 190 525 470 192 1077 141

190 47052572597312170672 1411077192

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AVIATION BLVD 111TH STN/S: W/E: 10I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

301

A:

B:

417

523A:

B: 395

7

A:

B:

642

0.907 =

+

+

+++ 417642 11395

*1500

24A:

B: 11

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

7AMBIENT

RELATED

PROJECT

TOTAL 7

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 1 0 0

LT

1752 174 395 1558 11 301 24 417 11 21 3

301 417241115583951741752 32111

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AVIATION BLVD CENTURY BLVDN/S: W/E: 11I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

349A:

B: 127

33

A:

B:

375

321A:

B: 592

1.593 =

+

+

+++ 1193375 127592

*1375

123

A:

B:

1193

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

1599AMBIENT

RELATED

PROJECT

TOTAL 1599

LANE

SIGNAL Prot-Var

3

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 2 0 2 0 0 1 0 1 0 3 0 1 0 0 1 0 3 0 1 0 0

LT

520 121 61 749 309 127 1374 22 123 1438 1193

127 22137430974961121520 11931438123

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AVIATION BLVD EL SEGUNDO BLVDN/S: W/E: 12I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

153

A:

B:

584

207

A:

B:

192

268A:

B: 326

1.001 =

+

+

+++ 584192 274326

1375

407A:

B: 274

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

326AMBIENT

RELATED

PROJECT

TOTAL 326

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 2 0 2 0 1 0 0 1 0 3 0 0 1 0

LT

633 171 207 575 159 277 1473 279 274 1220 303

277 2791473159575207171633 3031220274

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 48: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

AVIATION BLVD IMPERIAL HWYN/S: W/E: 13I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

66

A:

B:

542

337A:

B: 538

159

A:

B:

244

1.091 =

+

+

+++ 542244 273538

*1375

476A:

B: 273

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

289AMBIENT

RELATED

PROJECT

TOTAL 289

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA OLA OLA Auto

0 2 0 0 1 0 2 0 1 0 1 1 0 2 0 3 0 0 1 0 2 0 2 0 1 0 0

LT

488 171 979 414 598 121 1019 1080 496 1329 97

121 10801019598414979171488 971329496

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AVIATION BLVD MANCHESTER AVN/S: W/E: 14I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

162

A:

B:

717

0

A:

B:

310

204A:

B: 556

1.524 =

+

+

+++ 717310 512556

1375

630A:

B: 512

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

556AMBIENT

RELATED

PROJECT

TOTAL 556

LANE

SIGNAL Prot-Fix

1

Perm Perm Prot-FixAuto Auto Auto Auto

0 1 0 1 0 0 0 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

407 0 0 464 566 162 1435 13 512 1259 459

162 13143556646400407 4591259512

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

AVIATION BLVD ROSECRANS AVN/S: W/E: 15I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

221

A:

B:

579

156A:

B: 227

162

A:

B:

723

1.290 =

+

+

+++ 579723 245227

1375

406A:

B: 245

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

294AMBIENT

RELATED

PROJECT

TOTAL 294

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 2 0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 1 0 0

LT

783 833 414 623 271 401 1881 434 445 1489 137

401 4341881271623414833783 1371489445

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

CENTINELA AV JEFFERSON BLVDN/S: W/E: 18I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

10

A:

B:

305

170A:

B: 348

15

A:

B:

104

0.637 =

+

+

+++ 305104 215348

*1375

329A:

B: 215

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

28AMBIENT

RELATED

PROJECT

TOTAL 28

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA OLA OLA OLA

0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0

LT

313 49 633 339 355 18 915 646 391 986 11

18 64691535533963349313 11986391

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 49: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

SEPULVEDA BLVD CENTINELA AVN/S: W/E: 22I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

79

A:

B:

273

94

A:

B:

390

274A:

B: 497

0.854 =

+

+

+++ 273390 110497

*1375

154A:

B: 110

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

904AMBIENT

RELATED

PROJECT

TOTAL 904

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA

0 3 0 0 1 0 2 0 3 0 0 1 0 2 0 1 0 1 0 0 1 0 3 0 0 2 0

LT

822 281 171 1169 324 143 452 95 110 463 779

143 954523241169171281822 779463110

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD CENTURY BLVDN/S: W/E: 26I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

125A:

B: 207

201

A:

B:

387

467A:

B: 346

0.763 =

+

+

+++ 205387 207346

*1375

200

A:

B:

205

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

346AMBIENT

RELATED

PROJECT

TOTAL 346

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarOLA OLA Auto OLA

0 2 0 0 2 0 1 0 2 0 0 2 0 1 0 3 0 1 0 0 1 0 3 0 0 2 0

LT

934 376 201 773 665 207 406 93 200 616 846

207 93406665773201376934 846616200

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD CENTURY BLVDN/S: W/E: 27I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

275

A:

B:

275

675A:

B: 0

0

A:

B:

1066

0.824 =

+

+

+++ 275 01066 0

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Perm <none>Free Auto Auto <none>

0 4 0 0 1 0 0 0 4 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0

LT

4265 0 0 2700 80 529 22 3 0 0 0

529 322802700004265 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

CULVER BLVD JEFFERSON BLVDN/S: W/E: 28I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 398

3

A:

B:

340

256A:

B: 0

0.422 =

+

+

+++ 0340 3980

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Split <none>Free Auto Auto <none>

0 2 0 0 1 0 0 1 1 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0

LT

512 670 3 661 0 724 0 0 0 0 0

724 0006613670512 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 50: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

CULVER BLVD VISTA DEL MARN/S: W/E: 33I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

54A:

B: 278

24

A:

B:

54

0

A:

B:

434

0.487 =

+

+

+++ 054434 278

*1375

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Split

0

Split Split SplitAuto Auto Auto Auto

0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 0 0 1 0 0 0 1 0 0 1 0 0

LT

18 849 24 30 0 751 0 54 0 0 0

751 5400302484918 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

DOUGLAS ST IMPERIAL HWYN/S: W/E: 34I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

480

3A:

B: 26

16

A:

B:

361

0.563 =

+

+

+++ 480361 426

*1375

296A:

B: 4

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

29AMBIENT

RELATED

PROJECT

TOTAL 29

LANE

SIGNAL Split

2

Split Perm Prot-FixAuto Auto Auto Auto

0 2 0 0 2 0 1 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 3 0 0 0 0

LT

6 656 48 0 5 0 1387 52 4 888 0

0 52138750486566 08884

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD EL SEGUNDO BLVDN/S: W/E: 35I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

377

A:

B:

463

441A:

B: 101

129

A:

B:

776

1.151 =

+

+

+++ 463 242776 101

1375

131

A:

B:

242

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

235AMBIENT

RELATED

PROJECT

TOTAL 235

LANE

SIGNAL Prot-Var

2

Prot-Var Split SplitAuto Auto Auto Auto

0 3 0 0 1 0 2 0 4 0 0 1 0 1 1 1 0 0 1 0 1 0 2 0 0 1 0

LT

2327 159 184 1763 138 674 457 514 131 220 307

674 51445713817631841592327 307220131

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

VISTA DEL MAR GRAND AVN/S: W/E: 36I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

109

A:

B:

260

171A:

B: 218

0

A:

B:

417

0.527 =

+

+

+++ 260417 0218

*1500

0A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 1 0 0 0

LT

573 261 218 342 0 219 0 260 0 0 0

219 26000342218261573 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 51: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LA CIENEGA BLVD FLORENCE AVN/S: W/E: 40I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

402

A:

B:

294

204

A:

B:

918

74

A:

B:

615

1.643 =

+

+

+++ 294918615 432

1375

290A:

B: 432

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

74AMBIENT

RELATED

PROJECT

TOTAL 74

LANE

SIGNAL Split

1

Split Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 1 1 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

1134 95 204 1836 596 402 507 81 432 427 153

402 815075961836204951134 153427432

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

HIGHLAND AV/VISTA DEL MAR ROSECRANS AVN/S: W/E: 43I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

45

A:

B:

294

314A:

B: 729

0

A:

B:

298

0.927 =

+

+

+++ 294298 0729

1425

0A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

1

Prot-Fix Perm PermAuto Auto Auto Auto

0 1 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

509 86 729 314 0 45 0 659 0 0 0

45 6590031472986509 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD HOWARD HUGHES PKWYN/S: W/E: 44I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

33A:

B: 337

512A:

B: 307

0

A:

B:

416

0.674 =

+

+

+++ 0416 337307

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Free <none> OLA <none>

0 4 0 0 1 0 2 0 3 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0

LT

1664 713 558 1536 0 910 0 340 0 0 0

910 3400015365587131664 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

I-105 FWY/CONTINENTAL CITY DR IMPERIAL HWYN/S: W/E: 45I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

426A:

B: 89

0

A:

B:

0

0A:

B: 448

0.742 =

+

+

+++ 6200 89448

*1425

0

A:

B:

620

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

814AMBIENT

RELATED

PROJECT

TOTAL 814

LANE

SIGNAL Split

2

<none> Prot-Fix PermOLA <none> <none> OLA

0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 2 0 1 1 0

LT

0 104 0 0 0 161 1279 0 0 1633 845

161 012790001040 84516330

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 52: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

I-405 FWY NB RAMPS IMPERIAL HWYN/S: W/E: 46I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

348A:

B: 0

0

A:

B:

0

654

A:

B:

654

0.786 =

+

+

+++ 5250654 0

1500

0

A:

B:

525

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

1182AMBIENT

RELATED

PROJECT

TOTAL 1182

LANE

SIGNAL Split

1

<none> Perm PermAuto <none> Free Free

0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 1 1 0 0 0 2 0 1 1 0

LT

0 127 0 0 0 0 1044 0 0 1180 918

0 010440001270 91811800

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

MAIN ST IMPERIAL HWYN/S: W/E: 47I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

557A:

B: 312

0

A:

B:

0

0A:

B: 144

0.604 =

+

+

+++ 5040 312144

*1425

0

A:

B:

504

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

262AMBIENT

RELATED

PROJECT

TOTAL 262

LANE

SIGNAL Split

2

<none> Prot-Fix PermFree <none> <none> Auto

0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 2 0 0 1 0

LT

0 237 0 0 0 312 1114 0 0 1009 268

312 011140002370 26810090

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

I-105 FWY W/B OFF/NASH ST IMPERIAL HWYN/S: W/E: 48I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

287A:

B: 152

128

A:

B:

271

0

A:

B:

0

0.748 =

+

+

+++ 7422710 152

*1425

0

A:

B:

742

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Prot-Fix Perm<none> Auto <none> Auto

0 0 0 0 0 0 1 1 0 0 1 1 0 2 0 3 0 0 0 0 0 0 2 0 1 0 0

LT

0 0 128 514 298 277 860 0 0 652 742

277 086029851412800 7426520

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

PERSHING DR IMPERIAL HWYN/S: W/E: 49I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

475

338

A:

B:

338

0

A:

B:

0

0.566 =

+

+

+++ 4753380 61

*1375

270A:

B: 61

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Split

0

Split Prot-Var Prot-VarAuto OLA OLA Auto

0 0 1 0 0 0 1 0 0 1 0 1 0 1 0 2 0 0 1 0 2 0 1 0 1 0 0

LT

0 0 676 0 104 0 655 813 111 540 0

0 813655104067600 0540111

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 53: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

SEPULVEDA BLVD IMPERIAL HWYN/S: W/E: 50I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

13

A:

B:

145

561A:

B: 898

101

A:

B:

572

1.278 =

+

+

+++ 145572 238898

*1375

73A:

B: 238

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

101AMBIENT

RELATED

PROJECT

TOTAL 101

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 2 0 3 0 1 0 0 2 0 3 0 0 1 0 2 0 3 0 0 1 0

LT

1716 240 1633 1715 528 24 249 594 432 220 22

24 594249528171516332401716 22220432

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

VISTA DEL MAR IMPERIAL HWYN/S: W/E: 51I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

39

A:

B:

132

241A:

B: 547

0

A:

B:

366

0.663 =

+

+

+++ 132 0366 547

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

1

Prot-Fix Split <none>Auto Auto OLA <none>

0 2 0 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0

LT

731 105 547 483 0 79 0 679 0 0 0

79 67900483547105731 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD IMPERIAL HWYN/S: W/E: 52I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

349A:

B: 140

238A:

B: 247

82

A:

B:

171

0.636 =

+

+

+++ 413171 140247

*1375

170

A:

B:

413

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

148AMBIENT

RELATED

PROJECT

TOTAL 148

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto OLA OLA

0 1 0 1 1 0 2 0 1 0 1 1 0 2 0 3 0 0 2 0 2 0 3 0 0 2 0

LT

171 407 449 344 371 254 1047 928 309 1239 357

254 9281047371344449407171 3571239309

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

I-405 N/B RAMPS JEFFERSON BLVDN/S: W/E: 54I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

493

0

A:

B:

0

192

A:

B:

238

0.656 =

+

+

+++ 4930238 140

*1200

363A:

B: 140

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

192AMBIENT

RELATED

PROJECT

TOTAL 192

LANE

SIGNAL Perm

1

<none> Perm Prot-FixAuto <none> Auto <none>

0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 1 0 3 0 0 0 0

LT

0 238 0 0 0 315 986 259 140 1088 0

315 2599860002380 01088140

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 54: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

I-405 S/B RAMPS JEFFERSON BLVDN/S: W/E: 55I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

173

A:

B:

587

99

A:

B:

99

0

A:

B:

0

0.502 =

+

+

+++ 587990 0

1200*

329A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Perm Prot-Fix Perm<none> Auto Auto Auto

0 0 0 0 0 0 1 0 0 1 0 1 0 2 0 2 0 0 0 0 0 0 3 0 0 1 0

LT

0 0 103 0 194 315 1175 0 140 988 137

315 01175194010300 137988140

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD JEFFERSON BLVDN/S: W/E: 57I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

206A:

B: 450

103

A:

B:

490

388A:

B: 145

0.867 =

+

+

+++ 204490 450145

*1375

62

A:

B:

204

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

145AMBIENT

RELATED

PROJECT

TOTAL 145

LANE

SIGNAL Prot-Var

1

Prot-Var Split SplitOLA Auto OLA Auto

0 4 0 0 1 0 2 0 3 0 1 0 0 2 0 2 0 0 2 0 1 0 2 0 1 0 0

LT

1551 695 187 1791 167 819 412 326 62 469 143

819 32641216717911876951551 14346962

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD 111TH STN/S: W/E: 67I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

424

454A:

B: 499

0.781 =

+

+

+++ 0 353424499

*1500

192

A:

B:

353

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

499AMBIENT

RELATED

PROJECT

TOTAL 499

LANE

SIGNAL Perm

1

Perm <none> Perm<none> Auto <none> Auto

0 2 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0

LT

908 0 0 739 424 0 0 0 350 0 353

0 0042473900908 3530350

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD I-405 RAMPS S/O CENTURY BLN/S: W/E: 68I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

561A:

B: 387

0

A:

B:

754

0.731 =

+

+

+++ 0 0754 387

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> Auto <none>

0 2 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0

LT

1507 12 705 1122 0 0 0 146 0 0 0

0 146001122705121507 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 55: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LA CIENEGA BLVD I-405 FWY SB N/O IMPERIALN/S: W/E: 69I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

78

A:

B:

165

340A:

B: 74

0

A:

B:

604

0.522 =

+

+

+++ 165604 074

*1425

0A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

1

Prot-Fix Perm PermOLA Auto Auto Auto

0 2 0 0 1 0 1 0 3 0 0 0 0 2 0 0 0 0 1 0 0 0 0 1 0 0 0

LT

1207 200 74 1020 0 142 0 202 0 0 0

142 202001020742001207 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD LENNOX BLVDN/S: W/E: 71I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

373

A:

B:

373

271A:

B: 316

0

A:

B:

623

0.851 =

+

+

+++ 373 0623 316

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> Auto <none>

0 1 0 1 0 0 1 0 3 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0

LT

988 258 316 812 0 411 0 708 0 0 0

411 70800812316258988 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD MANCHESTER AVN/S: W/E: 72I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

119

A:

B:

369

579

A:

B:

634

41

A:

B:

424

1.248 =

+

+

+++ 369634424 289

1375

306A:

B: 289

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

41AMBIENT

RELATED

PROJECT

TOTAL 41

LANE

SIGNAL Split

1

Split Prot-Fix Prot-FixOLA Auto Auto Auto

0 1 0 1 0 0 1 1 1 0 1 0 0 2 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

792 56 579 1180 634 217 887 221 289 801 117

217 221887634118057956792 117801289

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

I-405 N/B RAMPS LA TIJERA BLVDN/S: W/E: 78I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

321

0

A:

B:

0

54A:

B: 393

0.599 =

+

+

+++ 3210 239393

*1425

250A:

B: 239

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

393AMBIENT

RELATED

PROJECT

TOTAL 393

LANE

SIGNAL Split

1

<none> Perm Prot-Fix<none> <none> Auto <none>

0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 2 0 3 0 0 0 0

LT

0 54 0 0 0 20 924 40 434 751 0

20 40924000540 0751434

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 56: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

I-405 S/B RAMPS LA TIJERA BLVDN/S: W/E: 79I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

11

A:

B:

440

13

A:

B:

333

0

A:

B:

0

0.472 =

+

+

+++ 4403330 0

*1425

349A:

B: 0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Prot-Fix Perm<none> <none> <none> Auto

0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 3 0 0 0 0 0 0 2 0 1 0 0

LT

0 0 13 0 652 20 1319 0 434 740 308

20 0131965201300 308740434

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD LA TIJERA BLVDN/S: W/E: 81I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

31

A:

B:

37

1

A:

B:

394

252A:

B: 103

0.326 =

+

+

+++ 37 11394103

*1375

11

A:

B:

11

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

187AMBIENT

RELATED

PROJECT

TOTAL 187

LANE

SIGNAL Prot-Fix

2

Prot-Fix Split SplitAuto Auto Auto Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0

LT

976 32 1 1127 55 31 6 0 21 0 18

31 06551127132976 18021

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA TIJERA BLVD MANCHESTER AVN/S: W/E: 82I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

222

A:

B:

539

222A:

B: 240

1

A:

B:

193

0.768 =

+

+

+++ 539193 180240

*1375

483A:

B: 180

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

1AMBIENT

RELATED

PROJECT

TOTAL 1

LANE

SIGNAL Perm

1

Perm Prot-Var Prot-VarAuto Auto Auto Auto

0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

385 131 240 444 88 222 1077 57 180 966 2

222 57107788444240131385 2966180

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD LA TIJERA BLVDN/S: W/E: 83I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

48

A:

B:

230

216A:

B: 148

80

A:

B:

369

0.544 =

+

+

+++ 230369 128148

*1425

158A:

B: 128

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

80AMBIENT

RELATED

PROJECT

TOTAL 80

LANE

SIGNAL Perm

1

Perm Prot-Fix PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 2 0 0 1 0

LT

1106 136 148 647 94 48 343 118 128 317 26

48 118343946471481361106 26317128

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 57: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LINCOLN BLVD 83RD STN/S: W/E: 87I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

2

A:

B:

87

777A:

B: 484

1

A:

B:

411

0.998 =

+

+

+++ 87411 486484

*1375

7A:

B: 486

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

1AMBIENT

RELATED

PROJECT

TOTAL 1

LANE

SIGNAL Perm

1

Prot-Fix Perm Prot-FixAuto Auto Auto Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

1643 0 484 1708 621 2 10 329 486 6 1

2 32910621170848401643 16486

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD MANCHESTER AVN/S: W/E: 88I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

224

A:

B:

385

197

A:

B:

504

337A:

B: 252

0.926 =

+

+

+++ 385504 229252

*1375

344A:

B: 229

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

252AMBIENT

RELATED

PROJECT

TOTAL 252

LANE

SIGNAL Perm

1

Prot-Fix Prot-Fix Prot-FixAuto Auto OLA Auto

0 3 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 0 1 0 1 0 2 0 0 1 0

LT

1226 123 197 1357 155 224 770 191 229 687 113

224 19177015513571971231226 113687229

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD LINCOLN BLVDN/S: W/E: 93I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

287A:

B: 0

0

A:

B:

328

0

A:

B:

0

0.448 =

+

+

+++ 4493280 0

*1500

0

A:

B:

449

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Perm Perm<none> Free Free <none>

0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 3 0 0 0 4 0 0 0 0

LT

0 0 0 1311 2 0 1149 1971 0 1795 0

0 1971114921311000 017950

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD TEALE STN/S: W/E: 94I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 348

63

A:

B:

660

595A:

B: 0

0.637 =

+

+

+++ 0660 3480

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> OLA <none>

0 4 0 0 1 0 2 0 4 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0

LT

2380 678 115 2639 0 940 0 13 0 0 0

940 130026391156782380 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 58: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

PERSHING DR MANCHESTER AVN/S: W/E: 98I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

87A:

B: 181

126A:

B: 180

52

A:

B:

84

0.265 =

+

+

+++ 1584 181180

*1375

3

A:

B:

15

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

52AMBIENT

RELATED

PROJECT

TOTAL 52

LANE

SIGNAL Perm

1

Prot-Fix Split SplitAuto Auto OLA Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0

LT

149 175 180 231 20 181 87 86 3 18 11

181 868720231180175149 11183

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD MANCHESTER AVN/S: W/E: 99I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

484A:

B: 224

145

A:

B:

310

379A:

B: 268

0.863 =

+

+

+++ 481310 224268

*1375

80

A:

B:

481

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

268AMBIENT

RELATED

PROJECT

TOTAL 268

LANE

SIGNAL Prot-Fix

1

Prot-Fix Perm Prot-FixAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 2 0 2 0 0 1 0

LT

1137 153 145 930 72 224 850 117 145 962 212

224 117850729301451531137 212962145

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD MARIPOSA AVN/S: W/E: 100I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

145A:

B: 174

39

A:

B:

539

487A:

B: 335

1.068 =

+

+

+++ 421539 174335

1375

288

A:

B:

421

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

335AMBIENT

RELATED

PROJECT

TOTAL 335

LANE

SIGNAL Prot-Var

1

Prot-Var Perm PermAuto Auto Auto Auto

0 4 0 0 1 0 2 0 3 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 0

LT

1949 109 71 2052 105 174 145 84 288 192 229

174 841451052052711091949 229192288

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

PERSHING DR WESTCHESTER PKWYN/S: W/E: 101I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 42

211A:

B: 129

0

A:

B:

169

0.169 =

+

+

+++ 0169 42129

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>OLA <none> OLA <none>

0 2 0 0 2 0 1 0 2 0 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0

LT

339 289 129 423 0 76 0 133 0 0 0

76 13300423129289339 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 59: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

SEPULVEDA BLVD ROSECRANS AVN/S: W/E: 103I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

354A:

B: 461

662A:

B: 386

20

A:

B:

595

1.231 =

+

+

+++ 251595 461386

1375

60

A:

B:

251

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

37AMBIENT

RELATED

PROJECT

TOTAL 37

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarOLA Auto Auto Auto

0 4 0 0 1 0 2 0 3 0 0 1 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0

LT

2128 1056 702 1985 14 839 220 547 110 412 261

839 54722014198570210562128 261412110

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD I-105 OFF RAMP N/O IMPERIAL HWN/S: W/E: 105I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

999

0

A:

B:

0

0

A:

B:

906

1.200 =

+

+

+++ 999 00906

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

<none> Perm <none><none> <none> <none> <none>

0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0

LT

2719 0 0 0 0 0 0 2701 0 0 0

0 2701000002719 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD 76TH/77TH STN/S: W/E: 106I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

17

A:

B:

69

50

A:

B:

741

545A:

B: 66

0.744 =

+

+

+++ 69741 28466

*1425

61A:

B: 284

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

66AMBIENT

RELATED

PROJECT

TOTAL 66

LANE

SIGNAL Perm

1

Perm Perm Prot-FixAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 2 0 1 0 0 1 0

LT

1627 8 50 1552 673 17 69 45 516 30 61

17 456967315525081627 6130516

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD WESTCHESTER PKWYN/S: W/E: 109I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

233A:

B: 232

178A:

B: 170

71

A:

B:

332

0.717 =

+

+

+++ 446332 232170

*1500

95

A:

B:

446

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

71AMBIENT

RELATED

PROJECT

TOTAL 71

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 3 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

996 118 170 534 15 232 192 233 95 761 130

232 23319215534170118996 13076195

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 60: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LA CIENEGA BLVD I-405 SB RAMPS N/O CENTURYN/S: W/E: 111I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

603

A:

B:

603

330A:

B: 170

0

A:

B:

524

0.795 =

+

+

+++ 603 0524 170

*1500

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm Split <none>Auto Auto Auto <none>

0 1 0 1 1 0 1 0 2 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0

LT

1048 176 170 660 0 981 0 225 0 0 0

981 225006601701761048 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

I-405 NB OFF-RAMP CENTURY BLVDN/S: W/E: 307I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

406

0

A:

B:

0

17

A:

B:

345

0.501 =

+

+

+++ 406 2730345

1500

0

A:

B:

273

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

31AMBIENT

RELATED

PROJECT

TOTAL 31

LANE

SIGNAL Split

2

<none> <none> Perm<none> Auto Auto Free

0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 0 2 0 1 1 0

LT

0 345 0 0 0 0 1218 0 0 807 285

0 012180003450 2858070

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAP

LA CIENEGA BLVD EL SEGUNDO BLVDN/S: W/E: 312I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

585

81A:

B: 97

0

A:

B:

0

0.504 =

+

+

+++ 5850 3697

1425

361A:

B: 36

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL <none>

0

Split Perm Prot-Fix<none> Auto Auto <none>

0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 2 0 1 0 0 1 0 3 0 0 0 0

LT

0 0 176 0 180 0 1649 105 36 1084 0

0 1051649180017600 0108436

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAP

LA CIENEGA BLVD 120TH STN/S: W/E: 313I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

7

A:

B:

148

29

A:

B:

252

64A:

B: 20

0.519 =

+

+

+++ 148252 29320

1375

62A:

B: 293

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

20AMBIENT

RELATED

PROJECT

TOTAL 20

LANE

SIGNAL Perm

1

Perm Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

127 1 29 139 252 7 214 83 293 68 56

7 83214252139291127 5668293

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:16:56 AMCalcaDB15NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 61: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

2015 No Action / No ProjectAP

LA CIENEGA BLVD 104TH STN/S: W/E: 0I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

340

370A:

B: 289

0.447 =

+

+

+++ 0340 108289

*1425

0A:

B: 108

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

289AMBIENT

RELATED

PROJECT

TOTAL 289

LANE

SIGNAL Prot-Fix

1

Perm Perm PermAuto Auto Auto OLA

0 2 0 1 0 0 1 0 2 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0

LT

1111 0 0 928 91 0 0 0 108 0 100

0 0091928001111 1000108

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAP

LINCOLN BLVD BALI WYN/S: W/E: 16I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

7

A:

B:

36

72

A:

B:

538

496A:

B: 106

0.562 =

+

+

+++ 36 189538106

*1375

189

A:

B:

189

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

106AMBIENT

RELATED

PROJECT

TOTAL 106

LANE

SIGNAL Prot-Var

1

Prot-Var Split SplitAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 1 0 0 0 1 0

LT

1466 22 72 1160 453 7 1 35 366 13 102

7 351453116072221466 10213366

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

CENTINELA AV CULVER BLVDN/S: W/E: 17I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

61

A:

B:

337

608A:

B: 243

41

A:

B:

422

0.714 =

+

+

+++ 337422 174243

*1500

159A:

B: 174

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

41AMBIENT

RELATED

PROJECT

TOTAL 41

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

844 89 243 1005 210 61 409 265 174 288 29

61 265409210100524389844 29288174

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD CENTINELA AVN/S: W/E: 20I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

324A:

B: 175

632A:

B: 290

258

A:

B:

697

1.046 =

+

+

+++ 373697 175290

*1375

0

A:

B:

373

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

258AMBIENT

RELATED

PROJECT

TOTAL 258

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Fix PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 3 0 0 1 0 0 0 2 0 1 0 0

LT

2000 91 290 1873 23 175 973 127 2 944 175

175 127973231873290912000 1759442

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 62: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LA BREA AV CENTURY BLVDN/S: W/E: 25I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

203

A:

B:

390

308

A:

B:

501

374A:

B: 283

1.004 =

+

+

+++ 390501 207283

1375

377A:

B: 207

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

283AMBIENT

RELATED

PROJECT

TOTAL 283

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

1367 128 308 1504 101 203 876 293 207 801 330

203 29387610115043081281367 330801207

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD FIJI WYN/S: W/E: 39I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

27

A:

B:

66

50

A:

B:

483

542A:

B: 335

0.555 =

+

+

+++ 66483 6335

*1425

0A:

B: 6

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

609AMBIENT

RELATED

PROJECT

TOTAL 609

LANE

SIGNAL Prot-Fix

2

Prot-Fix Perm PermAuto Auto Auto Free

0 3 0 0 1 0 1 0 2 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0

LT

1626 0 50 1317 133 27 28 38 6 0 603

27 382813313175001626 60306

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

HAWTHORNE BLVD IMPERIAL HWYN/S: W/E: 42I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

183A:

B: 197

152

A:

B:

677

465A:

B: 145

0.903 =

+

+

+++ 223677 197145

1375

191

A:

B:

223

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

264AMBIENT

RELATED

PROJECT

TOTAL 264

LANE

SIGNAL Prot-Fix

2

Prot-Fix Prot-Var Prot-VarAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

1394 248 152 1683 348 197 484 65 191 479 190

197 6548434816831522481394 190479191

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LA CIENEGA BLVD LA TIJERA BLVDN/S: W/E: 70I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

765

670A:

B: 0

0.604 =

+

+

+++ 0765 2460

*1500

76A:

B: 246

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Perm <none> SplitAuto OLA <none> Auto

0 2 0 1 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 1 0 0

LT

1972 38 0 2181 877 0 0 0 664 51 26

0 0087721810381972 2651664

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 63: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LINCOLN BLVD MARINA EXPWYN/S: W/E: 89I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0A:

B: 211

393A:

B: 408

0

A:

B:

658

0.826 =

+

+

+++ 0658 211408

*1425

0

A:

B:

0

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix Split <none>Auto <none> OLA <none>

0 2 0 1 0 0 2 0 3 0 0 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0

LT

1897 77 742 1178 0 384 0 724 0 0 0

384 724001178742771897 000

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD MAXELLA AVN/S: W/E: 90I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

211

A:

B:

211

387A:

B: 87

132

A:

B:

639

0.696 =

+

+

+++ 211639 11687

*1375

71A:

B: 116

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

240AMBIENT

RELATED

PROJECT

TOTAL 240

LANE

SIGNAL Prot-Var

2

Prot-Var Split SplitAuto Auto OLA Auto

0 3 0 0 1 0 2 0 3 0 1 0 0 1 1 0 0 0 1 0 1 0 1 0 0 1 0

LT

1918 460 159 1460 90 322 101 44 116 59 137

322 441019014601594601918 13759116

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD MINDANAO WYN/S: W/E: 91I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

494A:

B: 112

420A:

B: 178

140

A:

B:

500

0.866 =

+

+

+++ 497500 112178

*1375

0

A:

B:

497

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

140AMBIENT

RELATED

PROJECT

TOTAL 140

LANE

SIGNAL Prot-Var

1

Prot-Var Prot-Fix PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 2 0 1 0 1 0 0 0 0 1 0 1 0 0

LT

1500 169 178 1188 72 203 700 287 0 887 106

203 2877007211881781691500 1068870

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

LINCOLN BLVD VENICE BLVDN/S: W/E: 95I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

314A:

B: 174

673A:

B: 111

113

A:

B:

874

0.936 =

+

+

+++ 224874 174111

*1375

40

A:

B:

224

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

205AMBIENT

RELATED

PROJECT

TOTAL 205

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto Auto

0 1 0 1 0 0 2 0 1 0 1 0 0 2 0 2 0 0 1 0 2 0 3 0 0 1 0

LT

1482 266 202 1257 88 316 627 152 73 672 140

316 1526278812572022661482 14067273

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 64: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

LINCOLN BLVD WASHINGTON BLVDN/S: W/E: 96I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

94

A:

B:

276

131

A:

B:

406

513A:

B: 301

0.726 =

+

+

+++ 276406 112301

*1375

288A:

B: 112

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

CLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

547AMBIENT

RELATED

PROJECT

TOTAL 547

LANE

SIGNAL Prot-Var

2

Prot-Var Prot-Var Prot-VarAuto Auto Auto OLA

0 2 0 1 0 0 2 0 2 0 1 0 0 2 0 2 0 0 1 0 2 0 2 0 0 1 0

LT

1308 232 239 1055 162 171 382 342 203 576 482

171 34238216210552392321308 482576203

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

CENTINELA AV RTE-90 E/B RAMPSN/S: W/E: 118I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

407A:

B: 154

0

A:

B:

706

0.637 =

+

+

+++ 0 148706 154

*1425

10

A:

B:

148

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

A(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

0AMBIENT

RELATED

PROJECT

TOTAL 0

LANE

SIGNAL Perm

0

Prot-Fix <none> SplitAuto Auto <none> Auto

0 2 0 1 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0

LT

722 706 280 1221 0 0 0 0 10 2 283

0 0001221280706722 283210

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

CENTINELA AV RTE-90 W/B RAMPSN/S: W/E: 119I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

213

A:

B:

222

0

A:

B:

427

206A:

B: 17

0.482 =

+

+

+++ 222 12142717

*1425

48

A:

B:

121

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

17AMBIENT

RELATED

PROJECT

TOTAL 17

LANE

SIGNAL Perm

1

Perm Split SplitFree Auto Auto Auto

0 2 0 1 0 0 0 0 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 1

LT

567 50 0 1222 60 213 29 415 48 0 73

213 41529601222050567 73048

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

SEPULVEDA BLVD 79TH/80TH STN/S: W/E: 136I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

104

A:

B:

272

419A:

B: 179

59

A:

B:

510

0.611 =

+

+

+++ 272510 61179

*1500

200A:

B: 61

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

BLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

59AMBIENT

RELATED

PROJECT

TOTAL 59

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0

LT

1479 50 179 1258 126 104 232 208 61 200 25

104 2082321261258179501479 2520061

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 65: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

SEPULVEDA BLVD 83RD STN/S: W/E: 137I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

34

A:

B:

311

401A:

B: 169

48

A:

B:

432

0.569 =

+

+

+++ 311432 47169

*1500

205A:

B: 47

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

ALOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

48AMBIENT

RELATED

PROJECT

TOTAL 48

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0 0 1 0

LT

1297 62 169 1124 78 34 137 174 47 205 17

34 174137781124169621297 1720547

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

HAWTHORNE BLVD LENNOX BLVDN/S: W/E: 309I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

226

A:

B:

673

487A:

B: 393

286

A:

B:

417

1.082 =

+

+

+++ 673417 101393

*1375

362A:

B: 101

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

A(N/B)

B(E/B)

B(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

286AMBIENT

RELATED

PROJECT

TOTAL 286

LANE

SIGNAL Prot-Var

1

Prot-Var Perm PermAuto Auto Auto Auto

0 3 0 0 1 0 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 0 0

LT

1250 112 393 1318 144 226 673 278 101 597 127

226 27867314413183931121250 127597101

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

INGLEWOOD AV LENNOX BLVDN/S: W/E: 310I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

62

A:

B:

1112

180

A:

B:

427

217A:

B: 88

1.143 =

+

+

+++ 1112427 8888

1500

550A:

B: 88

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

B(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

88AMBIENT

RELATED

PROJECT

TOTAL 88

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 1 0 0

LT

145 72 180 204 222 62 940 172 88 477 73

62 17294022220418072145 7347788

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

INGLEWOOD ARBOR VITAEN/S: W/E: 502I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

275A:

B: 32

78

A:

B:

512

177A:

B: 75

0.829 =

+

+

+++ 624512 3275

1500

231

A:

B:

624

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

75AMBIENT

RELATED

PROJECT

TOTAL 75

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 0 1 0 1 0 1 0 0

LT

155 23 78 248 187 32 489 61 231 988 260

32 614891872487823155 260988231

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 66: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

AP

INGLEWOOD CENTURYN/S: W/E: 503I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

407A:

B: 327

271A:

B: 374

22

A:

B:

382

0.928 =

+

+

+++ 309382 327374

1500

29

A:

B:

309

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

A(N/B)

A(E/B)

B(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

22AMBIENT

RELATED

PROJECT

TOTAL 22

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

91 291 374 245 26 327 983 238 29 897 30

327 2389832624537429191 3089729

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

AP

INGLEWOOD IMPERIALN/S: W/E: 505I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

300A:

B: 197

43

A:

B:

501

286A:

B: 436

0.972 =

+

+

+++ 324501 197436

1500

142

A:

B:

324

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

ELOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

436AMBIENT

RELATED

PROJECT

TOTAL 436

LANE

SIGNAL Perm

1

Perm Perm PermAuto Auto Auto Auto

0 1 0 0 1 0 1 0 0 0 1 0 0 1 0 2 0 1 0 0 1 0 2 0 1 0 0

LT

286 127 43 415 86 197 844 57 142 691 281

197 578448641543127286 281691142

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAP

LA BREA ARBOR VITAEN/S: W/E: 506I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

124A:

B: 56

185

A:

B:

457

447A:

B: 262

0.870 =

+

+

+++ 465457 56262

1425

246

A:

B:

465

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

B(W/B)

B(N/B)

A(E/B)

A(S/B)

DLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

262AMBIENT

RELATED

PROJECT

TOTAL 262

LANE

SIGNAL Perm

1

Perm Prot-Fix Prot-FixAuto Auto Auto Auto

0 2 0 1 0 0 1 0 3 0 0 1 0 1 0 2 0 0 1 0 1 0 1 0 0 1 0

LT

1292 48 185 1372 93 56 247 92 246 465 281

56 92247931372185481292 281465246

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

2015 No Action / No ProjectAP

PRAIRIE LENNOXN/S: W/E: 510I/S No:

AM/PM: Comments:

COUNT DATE: GROWTH FACTOR:STUDY DATE:

0

A:

B:

0

0

A:

B:

588

385A:

B: 636

1.255 =

+

+

+++ 0 565588636

1425

405

A:

B:

565

V/C =

West/East Critical Movements =

North/South Critical Movements =

SouthBound

WestBoundEastBound

NorthBound

A = Adjusted Through/Right VolumeB = Adjusted Left Volume* = ATSAC Benefit

Results

V/C RATIO LOS

0.00 - 0.60 A

0.61 - 0.70 B

0.71 - 0.80 C

0.81 - 0.90 D

0.91 - 1.00 E

A(W/B)

B(N/B)

A(E/B)

A(S/B)

FLOS =

Critical Movements Diagram

TH RT LT THLT TH RT LT TH RT

Phasing RTOR Phasing Phasing PhasingRTOR RTOR

NORTHBOUND SOUTHBOUND WESTBOUND EASTBOUND

EXISTING

RTOR

RT

636AMBIENT

RELATED

PROJECT

TOTAL 636

LANE

SIGNAL Perm

1

Perm Split SplitAuto Auto Auto Auto

0 3 0 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0

LT

1155 0 0 1277 487 0 0 0 405 0 565

0 004871277001155 5650405

Volume/Lane/Signal Configurations

Developed by Chun Wong, 12/94

January 5, 2005 ,Wednesday 10:18:13 AMCalcaDB24NANPOP

INTERSECTION DATA SUMMARY SHEET

Page 67: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

2015 - Alternative D Vs. No Action/No Project (With Reduced Playa Vista) - WITHOUT MITIGATIONS

AM PEAK PM PEAK AIRPORT PEAKINTERSECTIONS BA ID Significant

ImpactNA/NP V/C Alt D V/C Alt D -

Adj EnvPk-Hr Impact NA/NP V/C Alt D V/C Alt D -

Adj EnvPk-Hr Impact NA/NP V/C Alt D V/C Alt D -

Adj EnvPk-Hr Impact

AIRPORT BLVD at ARBOR VITAE ST 3 Yes 0.640 0.707 0.067 X 0.791 0.771 -0.020 --- 0.864 0.814 -0.050 ---AIRPORT BLVD at CENTURY BLVD 4 --- 0.531 0.569 0.038 --- 0.611 0.620 0.009 --- 0.588 0.599 0.011 ---AIRPORT BLVD at LA TIJERA BLVD 5 --- 0.612 0.546 -0.066 --- 0.688 0.561 -0.127 --- 0.715 0.677 -0.038 ---AIRPORT BLVD at MANCHESTER AV 6 --- 0.859 0.699 -0.160 --- 0.900 0.761 -0.139 --- 0.927 0.857 -0.070 ---AVIATION BLVD at ARBOR VITAE ST 7 Yes 0.942 0.815 -0.127 --- 1.055 0.932 -0.123 --- 0.947 0.980 0.033 XLA CIENEGA BLVD at ARBOR VITAE ST 8 Yes 1.081 1.119 0.038 X 1.035 1.099 0.064 X 1.021 1.099 0.078 XAVIATION BLVD at 111TH ST 10 --- 0.510 0.691 0.181 --- 0.565 0.699 0.134 --- 0.877 0.856 -0.021 ---AVIATION BLVD at CENTURY BLVD 11 Yes 1.119 0.899 -0.220 --- 1.032 1.150 0.118 X 1.563 1.051 -0.512 ---AVIATION BLVD at EL SEGUNDO BLVD 12 --- 1.085 0.935 -0.150 --- 1.140 1.098 -0.042 --- 1.001 1.006 0.005 ---AVIATION BLVD at IMPERIAL HWY 13 --- 0.945 0.838 -0.107 --- 1.128 1.033 -0.095 --- 1.061 0.814 -0.247 ---AVIATION BLVD at MANCHESTER AV 14 --- 1.357 1.050 -0.307 --- 1.087 1.063 -0.024 --- 1.524 1.382 -0.142 ---AVIATION BLVD at ROSECRANS AV 15 --- 1.148 1.017 -0.131 --- 1.232 1.200 -0.032 --- 1.290 1.297 0.007 ---CENTINELA AV at JEFFERSON BLVD 18 --- 0.650 0.616 -0.034 --- 0.883 0.808 -0.075 --- 0.607 0.651 0.044 ---SEPULVEDA BLVD at CENTINELA AV 22 --- 1.294 1.245 -0.049 --- 1.120 1.091 -0.029 --- 0.824 0.797 -0.027 ---LA CIENEGA BLVD at CENTURY BLVD 26 Yes 0.890 1.363 0.473 X 0.931 1.176 0.245 X 0.733 1.299 0.566 XSEPULVEDA BLVD at CENTURY BLVD 27 Yes 0.839 0.832 -0.007 --- 0.855 0.880 0.025 X 0.794 0.657 -0.137 ---CULVER BLVD at JEFFERSON BLVD 28 --- 0.665 0.673 0.008 --- 0.822 0.829 0.007 --- 0.392 0.382 -0.010 ---VISTA DEL MAR at CULVER BLVD 33 --- 0.687 0.659 -0.028 --- 0.528 0.484 -0.044 --- 0.457 0.404 -0.053 ---DOUGLAS ST at IMPERIAL HWY 34 Yes 0.394 0.379 -0.015 --- 0.643 0.865 0.222 X 0.533 0.458 -0.075 ---SEPULVEDA BLVD at EL SEGUNDO BLVD 35 --- 1.321 1.198 -0.123 --- 1.249 1.228 -0.021 --- 1.151 1.143 -0.008 ---VISTA DEL MAR at GRAND AV 36 --- 0.999 0.879 -0.120 --- 0.457 0.438 -0.019 --- 0.497 0.474 -0.023 ---LA CIENEGA BLVD at FLORENCE AV 40 Yes 0.950 0.897 -0.053 --- 1.220 1.188 -0.032 --- 1.643 1.713 0.070 XHIGHLAND AV/VISTA DEL MAR at ROSECRANS AV 43 --- 1.271 1.229 -0.042 --- 1.359 1.325 -0.034 --- 0.926 0.914 -0.012 ---SEPULVEDA BLVD at HOWARD HUGHES PKWY 44 --- 0.671 0.598 -0.073 --- 0.908 0.883 -0.025 --- 0.644 0.555 -0.089 ---I-105 FWY/CONTINENTAL CITY DR at IMPERIAL HWY 45 Yes 0.547 0.795 0.248 X 0.674 1.011 0.337 X 0.712 1.449 0.737 XI-405 FWY NB RAMPS at IMPERIAL HWY 46 Yes 0.387 0.491 0.104 --- 0.379 0.532 0.153 --- 0.785 0.963 0.178 XMAIN ST at IMPERIAL HWY 47 Yes 0.715 0.707 -0.008 --- 1.100 1.111 0.011 X 0.574 0.604 0.030 ---I-105 FWY W/B OFF/NASH ST at IMPERIAL HWY 48 --- 0.548 0.676 0.128 --- 0.624 0.536 -0.088 --- 0.718 0.433 -0.285 ---PERSHING DR at IMPERIAL HWY 49 Yes 1.104 1.029 -0.075 --- 0.733 0.794 0.061 X 0.536 0.595 0.059 ---SEPULVEDA BLVD at IMPERIAL HWY 50 --- 0.917 0.813 -0.104 --- 1.163 1.104 -0.059 --- 1.248 0.835 -0.413 ---VISTA DEL MAR at IMPERIAL HWY 51 Yes 0.723 0.857 0.134 X 0.605 0.593 -0.012 --- 0.633 0.560 -0.073 ---LA CIENEGA BLVD at IMPERIAL HWY 52 Yes 0.826 0.744 -0.082 --- 0.639 0.684 0.045 --- 0.606 0.907 0.301 XI-405 N/B RAMPS at JEFFERSON BLVD 54 --- 0.812 0.787 -0.025 --- 0.903 0.839 -0.064 --- 0.626 0.583 -0.043 ---I-405 S/B RAMPS at JEFFERSON BLVD 55 --- 0.613 0.614 0.001 --- 0.643 0.586 -0.057 --- 0.472 0.455 -0.017 ---LINCOLN BLVD at JEFFERSON BLVD 57 --- 0.695 0.715 0.020 --- 1.120 0.995 -0.125 --- 0.837 0.795 -0.042 ---LA CIENEGA BLVD at 111TH ST 67 Yes 0.535 0.613 0.078 --- 0.427 0.423 -0.004 --- 0.751 1.037 0.286 XLA CIENEGA BLVD at I-405 RAMPS S/O CENTURY BL 68 --- 0.471 0.530 0.059 --- 0.579 0.528 -0.051 --- 0.701 0.595 -0.106 ---LA CIENEGA BLVD at I-405 FWY SB N/O IMPERIAL 69 --- 0.233 0.253 0.020 --- 0.192 0.292 0.100 --- 0.492 0.515 0.023 ---LA CIENEGA BLVD at LENNOX BLVD 71 Yes 0.464 0.439 -0.025 --- 0.580 1.049 0.469 X 0.821 1.154 0.333 ---LA CIENEGA BLVD at MANCHESTER AV 72 Yes 0.851 0.742 -0.109 --- 0.905 0.816 -0.089 --- 1.248 1.285 0.037 XI-405 N/B RAMPS at LA TIJERA BLVD 78 --- 0.659 0.619 -0.040 --- 0.687 0.677 -0.010 --- 0.569 0.447 -0.122 ---I-405 S/B RAMPS at LA TIJERA BLVD 79 --- 0.625 0.616 -0.009 --- 0.847 0.762 -0.085 --- 0.442 0.368 -0.074 ---LINCOLN BLVD at LA TIJERA BLVD 81 --- 0.489 0.421 -0.068 --- 0.587 0.659 0.072 --- 0.296 0.225 -0.071 ---LA TIJERA BLVD at MANCHESTER AV 82 --- 0.693 0.574 -0.119 --- 0.910 0.738 -0.172 --- 0.738 0.629 -0.109 ---SEPULVEDA BLVD at LA TIJERA BLVD 83 --- 0.846 0.830 -0.016 --- 1.006 0.841 -0.165 --- 0.514 0.436 -0.078 ---LINCOLN BLVD at 83RD ST 87 --- 1.095 1.034 -0.061 --- 1.371 1.173 -0.198 --- 0.968 0.952 -0.016 ---LINCOLN BLVD at MANCHESTER AV 88 --- 0.985 0.894 -0.091 --- 1.397 1.249 -0.148 --- 0.896 0.839 -0.057 ---SEPULVEDA BLVD at LINCOLN BLVD 93 --- 0.441 0.587 0.146 --- 0.549 0.633 0.084 --- 0.418 0.374 -0.044 ---LINCOLN BLVD at TEALE ST 94 --- 0.691 0.698 0.007 --- 1.100 0.941 -0.159 --- 0.607 0.561 -0.046 ---PERSHING DR at MANCHESTER AV 98 --- 0.556 0.554 -0.002 --- 0.664 0.516 -0.148 --- 0.235 0.200 -0.035 ---SEPULVEDA BLVD at MANCHESTER AV 99 Yes 0.806 0.813 0.007 --- 1.086 1.112 0.026 X 0.833 0.694 -0.139 ---SEPULVEDA BLVD at MARIPOSA AV 100 --- 0.973 0.949 -0.024 --- 1.081 1.055 -0.026 --- 1.068 1.033 -0.035 ---PERSHING DR at WESTCHESTER PKWY 101 --- 0.355 0.235 -0.120 --- 0.377 0.294 -0.083 --- 0.139 0.084 -0.055 ---SEPULVEDA BLVD at ROSECRANS AV 103 --- 1.444 1.260 -0.184 --- 1.663 1.661 -0.002 --- 1.231 1.208 -0.023 ---SEPULVEDA BLVD at I-105 OFF RAMP N/O IMPERIAL HWY 105 --- 1.359 1.165 -0.194 --- 1.073 1.068 -0.005 --- 1.170 0.869 -0.301 ---SEPULVEDA BLVD at 76TH/77TH ST 106 --- 0.660 0.665 0.005 --- 0.736 0.701 -0.035 --- 0.714 0.650 -0.064 ---SEPULVEDA BLVD at WESTCHESTER PKW 109 --- 0.799 0.694 -0.105 --- 1.007 0.904 -0.103 --- 0.687 0.593 -0.094 ---LA CIENEGA BLVD at I-405 SB RAMPS N/O CENTURY 111 Yes 0.839 0.731 -0.108 --- 0.670 0.440 -0.230 --- 0.765 0.894 0.129 XI-405 NB OFF-RAMP at CENTURY BLVD 307 --- 0.835 0.671 -0.164 --- 0.739 0.653 -0.086 --- 0.501 0.467 -0.034 ---LA CIENEGA BLVD at EL SEGUNDO BLVD 312 --- 0.764 0.724 -0.040 --- 0.783 0.712 -0.071 --- 0.504 0.577 0.073 ---LA CIENEGA BLVD at 120TH ST 313 --- 0.405 0.457 0.052 --- 0.467 0.493 0.026 --- 0.519 0.461 -0.058 ---# IMPACTS 19 5 10 10

Page 68: A-4. Level of Service Summary Tables and …...Appendix LAX Master Plan Final EIS A-4. Level of Service Summary Tables and Intersection Worksheets for Alternative D Compared to the

2015 - Alternative D Vs. No Action/No Project (With Reduced Playa Vista) - WITHOUT MITIGATIONSSupplemental Intersections

AM PEAK PM PEAK AIRPORT PEAKSUPPLEMENTAL INTERSECTIONS BA ID Significant

Impact NA/NP V/C Alt D V/C Alt D - Adj Env Pk-Hr Impact NA/NP V/C Alt D V/C Alt D -

Adj Env Pk-Hr Impact NA/NP V/C Alt D V/C Alt D - Adj Env Pk-Hr Impact

LA CIENEGA BLVD at 104TH ST 0 --- 0.353 0.353 0.000 --- 0.402 0.235 -0.167 --- 0.417 0.627 0.210 ---LINCOLN BLVD at BALI WY 16 --- 0.610 0.579 -0.031 --- 0.844 0.850 0.006 --- 0.532 0.512 -0.020 ---CENTINELA BLVD at CULVER BLVD 17 --- 0.907 0.912 0.005 --- 0.912 0.886 -0.026 --- 0.684 0.685 0.001 ---LA CIENEGA BLVD at CENTINELA AV 20 Yes 1.272 1.192 -0.080 --- 1.229 1.221 -0.008 --- 1.016 1.029 0.013 XLA BREA AV at CENTURY BLVD 25 --- 0.955 0.844 -0.111 --- 1.039 0.924 -0.115 --- 1.004 0.977 -0.027 ---LINCOLN BLVD at FIJI WY 39 --- 0.481 0.526 0.045 --- 0.885 0.892 0.007 --- 0.525 0.541 0.016 ---HAWTHORNE BLVD at IMPERIAL HWY 42 Yes 0.738 0.717 -0.021 --- 0.961 0.883 -0.078 --- 0.903 1.055 0.152 XLA CIENEGA BLVD at LA TIJERA BLVD 70 --- 0.721 0.711 -0.010 --- 0.884 0.840 -0.044 --- 0.574 0.556 -0.018 ---LINCOLN BLVD at MARINA EXPWY 89 --- 0.795 0.809 0.014 --- 0.935 0.928 -0.007 --- 0.796 0.769 -0.027 ---LINCOLN BLVD at MAXELLA AV 90 --- 0.741 0.708 -0.033 --- 0.893 0.884 -0.009 --- 0.666 0.674 0.008 ---LINCOLN BLVD at MINDANOA WY 91 --- 0.963 0.922 -0.041 --- 0.969 0.936 -0.033 --- 0.836 0.832 -0.004 ---LINCOLN BLVD at VENICE BLVD 95 --- 0.902 0.880 -0.022 --- 1.021 1.000 -0.021 --- 0.906 0.896 -0.010 ---LINCOLN BLVD at WASHINGTON BLVD 96 --- 0.881 0.859 -0.022 --- 1.133 1.126 -0.007 --- 0.696 0.699 0.003 ---CENTINELA BLVD at ROUTE 90 EB 118 --- 0.31 0.331 0.021 --- 0.522 0.511 -0.011 --- 0.607 0.616 0.009 ---CENTINELA BLVD at ROUTE 90 WB 119 --- 0.539 0.522 -0.017 --- 0.541 0.538 -0.003 --- 0.452 0.451 -0.001 ---SEPULVEDA BLVD at 79TH/80TH ST 136 --- 0.697 0.727 0.030 --- 0.818 0.810 -0.008 --- 0.581 0.515 -0.066 ---SEPULVEDA BLVD at 83RD ST 137 --- 0.777 0.754 -0.023 --- 0.969 0.946 -0.023 --- 0.539 0.482 -0.057 ---HAWTHORNE BLVD at LENNOX BLVD 309 Yes 0.865 0.754 -0.111 --- 1.020 0.960 -0.060 --- 1.082 1.119 0.037 XINGLEWOOD AV at LENNOX BLVD 310 Yes 1.048 0.909 -0.139 --- 1.256 1.108 -0.148 --- 1.143 1.253 0.110 XINGLEWOOD AV at ARBOR VITAE ST 502 Yes 0.847 0.834 -0.013 --- 0.849 0.889 0.040 X 0.829 0.915 0.086 XINGLEWOOD AV at CENTURY BLVD 503 --- 0.799 0.711 -0.088 --- 0.807 0.791 -0.016 --- 0.928 0.897 -0.031 ---INGLEWOOD AV at IMPERIAL HWY 505 --- 0.989 0.889 -0.100 --- 1.163 1.082 -0.081 --- 0.972 0.977 0.005 ---LA BREA AV at ARBOR VITAE ST 506 Yes 0.707 0.672 -0.035 --- 0.713 0.676 -0.037 --- 0.87 0.892 0.022 XPRAIRIE AV at LENNOX BLVD 510 --- 1.053 0.983 -0.070 --- 1.330 1.264 -0.066 --- 1.255 1.221 -0.034 ---# IMPACTS 6 0 1 6