Metcalf Village ShopsIntensity: sf Internal Trip Capture for Proposed Metcalf Village Shops (Zone 323) Total Internal External Retail P.M. Peak Hour Out to External 246,928 Metcalf

Technical Appendix

Metcalf Village ShopsSoutheast Quadrant – 159th Street and Metcalf AvenueOverland Park, Kansas

Prepared for:Grubb & Ellis/The WinburyGroup

November 9, 2007

ITELand Use Code Daily Total % In % Out In Out Total % In % Out In Out Total % In % Out In Out

Proposed Metcalf Village Shops (9-10-07 Plan)Home Improvement Superstore 171,069 sf 86 4,672 205 54% 46% 111 94 419 47% 53% 197 222 924 53% 47% 490 434Retail 246,928 sf 820 12,221 269 61% 39% 164 105 1,137 48% 52% 546 591 1,558 52% 48% 810 748Apartments 312 units 220 2,025 157 20% 80% 31 126 189 65% 35% 123 66 147 50% 50% 74 74Townhouses 48 units 230 344 29 17% 83% 5 24 33 67% 33% 22 11 57 54% 46% 31 26

Subtotal of Proposed Trips 19,263 660 311 349 1,778 888 890 2,685 1,404 1,281*Internal Proposed Trips --- --- --- 172 86 86 172 86 86

*External Proposed Trips 660 311 349 1,606 802 804 2,513 1,318 1,195Pass-By Proposed Trips (15% of External Retail Trips) 171 82 89 234 121 112

Non Pass-By Proposed Trips 660 311 349 1,436 720 716 2,279 1,196 1,083Master Planned Land UsesSingle-Family Residential (2.5 du per acre) 188 units 210 1,859 141 25% 75% 35 106 189 63% 37% 119 70 178 54% 46% 96 82

Total Master Planned Trips 1,859 141 35 106 189 119 70 178 96 82Total Difference (Project Trips - Master Planned Trips) 17,404 519 276 243 1,589 601 646 2,101 1,100 1,001

Select Zone 15Industrial 10,092 sf 130 798 18 82% 18% 15 3 50 21% 79% 10 40 1 32% 68% 0 1Business Park 444,782 sf 770 5,529 617 84% 16% 518 99 596 23% 77% 137 459

Subtotal of Trips for Select Zone 15 6,327 635 533 102 646 147 499 1 0 1Select Zone 37General Office 636,193 sf 710 5,545 824 88% 12% 725 99 791 17% 83% 134 657 165 54% 46% 89 76Multi-Family Residential 367 units 220 2,356 184 20% 80% 37 147 220 65% 35% 143 77 170 50% 50% 85 85Single-Family Residential 8 units 210 102 15 25% 75% 4 11 11 63% 37% 7 4 18 54% 46% 10 8

Subtotal of Trips for Select Zone 37 8,003 1,023 766 257 1,022 284 738 353 184 169Select Zone 84Single-Family Residential 230 units 210 2,237 170 25% 75% 43 128 227 63% 37% 143 84 216 54% 46% 116 99Multi-Family Residential 719 units 220 4,472 356 20% 80% 71 285 413 65% 35% 269 144 314 50% 50% 157 157

Subtotal of Trips for Select Zone 84 6,709 526 114 413 640 412 228 530 273 256Select Zone 85Retail 300,000 sf 820 13,870 303 61% 39% 185 118 1,293 48% 52% 621 672 1,768 52% 48% 919 849General Office 200,000 sf 710 2,275 327 88% 12% 288 39 303 17% 83% 52 251 65 54% 46% 35 30Multi-Family Residential 374 units 220 2,398 187 20% 80% 37 150 223 65% 35% 145 78 173 50% 50% 86 86Single-Family Residential 188 units 210 1,859 141 25% 75% 35 106 189 63% 37% 119 70 178 54% 46% 96 82

Subtotal of Trips for Select Zone 85 20,401 958 545 412 2,008 937 1,071 2,183 1,137 1,047Select Zone 86Retail 194,135 sf 820 10,452 233 61% 39% 142 91 970 48% 52% 466 504 1,332 52% 48% 693 639Business Park 433,020 sf 770 5,402 601 84% 16% 505 96 581 23% 77% 134 447

Subtotal of Trips for Select Zone 86 15,854 834 647 187 1,551 600 951 1,332 693 639Select Zone 175Retail 14,800 sf 820 1,962 50 61% 39% 30 20 177 48% 52% 85 92 250 52% 48% 130 120General Office 11,538 sf 710 253 33 88% 12% 29 4 92 17% 83% 16 76 6 54% 46% 3 3Multi-Family Residential 84 units 220 655 45 20% 80% 9 36 64 65% 35% 42 22 54 50% 50% 27 27

Subtotal of Trips for Select Zone 175 2,870 128 68 60 333 143 190 310 160 150Select Zone 333Retail 152,985 sf 820 8,953 202 61% 39% 123 79 829 48% 52% 398 431 1,141 52% 48% 593 548

Subtotal of Trips for Select Zone 333 8,953 202 123 79 829 398 431 1,141 593 548Select Zone 356Multi-Family Residential 308 units 220 2,001 155 20% 80% 31 124 187 65% 35% 122 65 146 50% 50% 73 73Single-Family Residential 330 units 210 3,119 240 25% 75% 60 180 314 63% 37% 198 116 305 54% 46% 165 140

Subtotal of Trips for Select Zone 356 5,120 395 91 304 501 320 181 450 237 213

Notes - Estimates based on ITE's Trip Generation, 7th Edition *Retail and residential trips for the proposed project were reduced by 6% and 38%, respectively, in the P.M. peak hour to account for internal trip capture. The trip capture rates and pass-by rates used for this study were derived from ITE methods.

To / From Residential ResidentialN. on SwitzerS. on SwitzerN. on AntiochS. on AntiochN. on US-69S. on US-69N. on MetcalfS. on MetcalfN. on NallS. on NallW. on 151stE. on 151stW. on 159thE. on 159thW. on 167thE. on 167th

IntensityA.M. Peak Hour P.M. Peak Hour

Metcalf Village Shops TIAOverland Park, Kansas

Trip Generation

Saturday Peak Hour

Select Zones

00 0 0 0

Retail5 0 5

5 0 5 0

Zone 323

Metcalf Village Shops General Distributions

Existing Plus Development FutureRetail

1 1 5 225 50 20 355 5 10 10

10 10 5 102 2 5 3

5 5 5 5

5 5

5 5 5 515 10 10 1010 5 5 51 1 5 51 1 5 5

100 100 100 100

5 55 0 5 0

P101070439 November 2007

Intensity: sf

Internal Trip Capture for Proposed Metcalf Village Shops (Zone 323)

Total Internal External

Retail

P.M. Peak Hour

Out to External246,928


3% 17.73 2% 10.92 12% 70.9 9% 49.14

31% 0 23% 0 31% 44.95 53% 40.91

Intensity: sf 0% 0 0% 0 Intensity: du

In 546Total Internal ExternalOut to External

550

InExternal

0

Balance

45 501

InternalTotal

0

501In from External

Demand

Demand

Office

Demand

10518%

45Balance

Out

%Total

0

591 41 550861,137

41Demand

92%

Residential

Demand

Balance

Demand

Total Internal External360

41 104145Balance

In0Out to External

0

Demand

Demand

Demand

Balance

In from External104

Demand0

2% 0 2% 1.544Out

Total%

0In 0

77 45 3241 104145

39% 61%86 1362220

%

OutIn

Balance

0

0

00

605

Net External Trips for Multi-Use Development

In from External

104

32Out to External

0 0

Total

Total 1051582

Inbound 501 032

Demand

Retail Office Residential104

#DIV/0! #DIV/0! Demand

222 13590 136

0 Total

Outbound 550 0

12.7%Reduction in External Trips 8% #DIV/0! 39%

1187Single-Use Trip Gen Estimate 1137 0

1070439 November 2007

504

1065

561

1688

1688

1054

1054

993

1708

715

92 156

256

88 179

294

744

944

374

680

382

450

161

323

270

122

92 | | 294 744 | | | | 680 382 | | 122903 791 — + — — — + — 791 1254 1783 1039 — + — — — + — 1039 1176 1176 1091 — + — — — + — 1091 1771 1426 649 — + — — — + — 649 901

20 | | 169 | | 137 85 | | 395 | | 1301481 | | 2066 3109 | | 3287 3287 | | 3645 2946 | | 1904

88 | | 256 | | 944 374 | | 323 | | 161578 456 — + — — — + — 456 812 1326 1167 — + — — — + — 1167 2111 2111 1737 — + — — — + — 1737 1874 1520 728 — + — — — + — 728 1003

34 | | 100 159 | | | | 137 469 | | 114

34 156

169 20 179

100

159

137 85 137

469

450

130

395

270

114

359

658

299

296

296

222

222

1049

1828 77

9

46 92 46 356

701

345

68 135

67 24 53 29 71 151

80 998

1497

499

55 105

50 166

307

141

23 13 10 15 20 11 79 192

85 68 192

85 26 42 10 57 8 4 12 9 2 18 58 13 61 19 273

389

336

186

177

136

24 5 26 21 5 24 52 44 70 77 39 25

23 | | 11 79 | | 85 26 | | 57 | | | | | | 8 | | 18 58 | | 19 273 | | 136 | | | | 24 | | 24 52 | | 25407 369 — + — — — + — 369 411 513 314 — + — — — + — 314 547 401 375 — + — — — + — 375 432 432 432 — + — — — + — 432 432 432 432 — + — — — + — 432 432 432 432 — + — — — + — 432 432 347 284 — + — — — + — 284 347 509 449 — + — — — + — 449 473 606 255 — + — — — + — 255 474 — + — — — + — — + — — — + — 434 397 — + — — — + — 397 447 412 270 — + — — — + — 270 328

15 | | 31 120 | | 148 | | | | | | | | 55 | | 45 2 | | 5 78 | | 83 | | | | 13 | | 26 90 | | 33670 | | 680 937 | | 963 708 | | 771 771 | | 771 771 | | 771 771 | | 771 653 | | 731 960 | | 877 1115 | | 1176 | | | | 1103 | | 1103 1014 | | 826

15 | | 10 68 | | 85 10 | | 42 | | | | | | 9 | | 12 61 | | 13 186 | | 336 | | | | 21 | | 26 77 | | 70263 233 — + — — — + — 233 269 424 245 — + — — — + — 245 416 307 297 — + — — — + — 297 339 339 339 — + — — — + — 339 339 339 339 — + — — — + — 339 339 339 339 — + — — — + — 339 339 306 279 — + — — — + — 279 384 451 390 — + — — — + — 390 404 509 276 — + — — — + — 276 702 — + — — — + — — + — — — + — 669 616 — + — — — + — 616 656 602 410 — + — — — + — 410 498

15 | | 26 111 | | 86 | | | | | | | | 18 | | 93 | | 1 47 | | 90 | | | | 32 | | 14 115 | | 18

15 13 31 15 20 26 111

192

148

120

192 86 18 4 45 55 2 93 5 2 1 47 389 83 78 177 90 32 5 26 13 5 14 115 44 33 90 39 18

59 120 61 451

849

398 67 217

150 5 8 3

519

864

345 63 95 32 192

339

147

451

849

398

451

398

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

451

398

451

849

398

393

757

364

525

849

324

60 333

31 333

45 480

73 251

60 | | 45 | |68 — + — — — + — 58 — + — — — + —

8 | | 13 | |106 | | 179 | |

31 | | 73 | |38 — + — — — + — 121 — + — — — + —

7 | | 48 | |

733

3 833

3 48 480 13 251

340

681

341

528

792

264

327

620

293

151

176

135

158

151 | | | |163 — + — — — + — — + — — — + —

12 | | | |321 | | | |

135 | | | |158 — + — — — + — — + — — — + —

23 | | | |

23 176 12 158

199

369

170

154

338

184

46 108

90 94

46 | | | |57 — + — — — + — — + — — — + —

11 | | | |158 | | | |

90 | | | |101 — + — — — + — — + — — — + —

11 | | | |

11 108 11 94

119

224

105

120

226

106

89 89 107

107

562

780

218

59 8 53 17 8 81 36 53 41 66 80 464

18 24 185

9

59 | | 81 | | 36 | | | | 66 80 | | 9130 70 — + — — — + — 70 173 173 173 — + — — — + — 173 173 93 57 — + — — — + — 57 57 60 60 — + — — — + — 60 126 137 32 — + — — — + — 32 75

1 | | 22 | | | | | | 25 | | 34177 | | 264 264 | | 264 170 | | 187 187 | | 212 245 | | 173

17 | | 53 | | | | 53 41 | | 24 | | 1847 27 — + — — — + — 27 91 91 91 — + — — — + — 91 91 77 77 — + — — — + — 77 130 127 86 — + — — — + — 86 86 108 55 — + — — — + — 55 98

3 | | 11 | | | | | | 29 | | 25

3 8 22 1 8 11 29 464 34 25 185 25

33 53 20 527

762

235

5:00pm 5:00pm

TJB TJB8/28/07 8/28/07

TJB

162nd Street and Metcalf

4:45pm

North Drive and Metcalf

BV School South Drive and Antioch

TJB8/30/074:45pm

TJB

TJBTJBTJB8/28/07

RI/RO Drive and Antioch

TJBTJBTJB

167th Street and NB US69 Ramps


Existing Traffic Volumes (Raw)PM Peak Hour

4:45pm 5:00pm 5:00pm4:45pm

167th Street and Metcalf

9/7/06 8/29/07 8/29/07 8/30/07TJB

167th Street and Antioch 167th Street and Site Drive 167th Street and SB US69 Ramps

8/28/075:00pm

5:00pm8/25/05 6/27/06

5:00pm

159th Street and Foster159th Street and NB US69 Ramps

7/13/06TJB

9/7/06

TJB

5:00pm

5:00pm

159th Street and Metcalf

9/7/06

162nd Terr and Metcalf165th Street and Antioch

BV School North Drive and Antioch

159th Street and Riggs159th Street and Driveway 159th Street and SB US69 Ramps159th Street and Lowell

7/13/064:45pm

161st Street and Metcalf

159th Street and Nall

151st Street and SB US69 Ramps 151st Street and NB US69 Ramps 151st Street and Metcalf

4:55pm7/11/06

7/13/065:00pm

159th Street and Switzer 159th Street and Antioch

8/28/07TJB

5:00pm

151st Street and Antioch

5:00pm

TJB City City City

159th Street and Marty

7/26/064:55pm

159th Street and West Drive 159th Street and East Drive

P101070439 November 2007

504

1065

561

1688

1688

1054

1054

993

1708

715

92 156

256

88 179

294

744

944

374

680

382

450

161

323

270

122

92 | | 294 744 | | | | 680 382 | | 122903 791 — + — — — + — 791 1254 1783 1039 — + — — — + — 1039 1176 1176 1091 — + — — — + — 1091 1771 1426 649 — + — — — + — 649 901

20 | | 169 | | 137 85 | | 395 | | 1301481 | | 2066 3109 | | 3287 3287 | | 3645 2946 | | 1904

88 | | 256 | | 944 374 | | 323 | | 161578 456 — + — — — + — 456 812 1326 1167 — + — — — + — 1167 2111 2111 1737 — + — — — + — 1737 1874 1520 728 — + — — — + — 728 1003

34 | | 100 159 | | | | 137 469 | | 114

34 156

169 20 179

100

159

137 85 137

469

450

130

395

270

114

359

658

299

296

296

222

222

1049

1828 77

9

46 92 46 356

701

345

68 135

67 24 53 29 118

234

116

998

1497

499

55 105

50 166

307

141

23 13 10 15 20 11 79 192

85 68 192

85 26 42 10 57 8 4 12 9 2 18 58 60 61 55 273

389

336

186

177

136

24 5 26 21 5 24 52 44 70 77 39 25

23 | | 11 79 | | 85 26 | | 57 | | | | | | 8 | | 18 58 | | 55 273 | | 136 | | | | 24 | | 24 52 | | 25407 369 — + — — — + — 369 411 513 314 — + — — — + — 314 547 547 521 — + — — — + — 521 578 578 578 — + — — — + — 578 578 578 578 — + — — — + — 578 578 578 578 — + — — — + — 578 578 578 515 — + — — — + — 515 578 578 518 — + — — — + — 518 578 578 227 — + — — — + — 227 446 446 446 — + — — — + — 446 446 446 446 — + — — — + — 446 446 446 409 — + — — — + — 409 459 412 270 — + — — — + — 270 328

15 | | 31 120 | | 148 | | | | | | | | 55 | | 45 2 | | 5 78 | | 83 | | | | 13 | | 26 90 | | 33670 | | 680 937 | | 963 963 | | 1026 1026 | | 1026 1026 | | 1026 1026 | | 1026 1026 | | 1104 1104 | | 1104 1104 | | 1165 1165 | | 1165 1165 | | 1165 1165 | | 1165 1014 | | 826

15 | | 10 68 | | 85 10 | | 42 | | | | | | 9 | | 12 61 | | 60 186 | | 336 | | | | 21 | | 26 77 | | 70263 233 — + — — — + — 233 269 424 245 — + — — — + — 245 416 416 406 — + — — — + — 406 448 448 448 — + — — — + — 448 448 448 448 — + — — — + — 448 448 448 448 — + — — — + — 448 448 448 421 — + — — — + — 421 526 526 465 — + — — — + — 465 526 526 293 — + — — — + — 293 719 719 719 — + — — — + — 719 719 719 719 — + — — — + — 719 719 719 666 — + — — — + — 666 706 602 410 — + — — — + — 410 498

15 | | 26 111 | | 86 | | | | | | | | 18 | | 93 | | 1 47 | | 90 | | | | 32 | | 14 115 | | 18

15 13 31 15 20 26 111

192

148

120

192 86 18 4 45 55 2 93 5 2 1 47 389 83 78 177 90 32 5 26 13 5 14 115 44 33 90 39 18

59 120 61 451

849

398 67 217

150 5 8 3

519

864

345 63 95 32 192

339

147

451

849

398

519

864

345

451

398

519

21 324

| | | |— + — — — + — — + — — — + —

| | | || | 27 | || | 21 | |

— + — — — + — 27 — + — — — + —| | 6 | |

451

398 6

519

324

451

849

398

525

849

324

451

815

364

525

849

324

118

333

31 333

45 480

73 251

118 | | 45 | |126 — + — — — + — 58 — + — — — + —

8 | | 13 | |164 | | 179 | |

31 | | 73 | |38 — + — — — + — 121 — + — — — + —

7 | | 48 | |

733

3 833

3 48 480 13 251

340

681

341

528

792

264

340

681

341

528

792

264

151

189

135

206

25 503

25 239

151 | | 25 | |163 — + — — — + — 50 — + — — — + —

12 | | 25 | |321 | | 100 | |

135 | | 25 | |158 — + — — — + — 50 — + — — — + —

23 | | 25 | |

23 189 12 206 25 503 25 239

212

430

218

528

792

264

212

430

218

528

792

264

46 166

90 128

25 503

25 239

46 | | 25 | |57 — + — — — + — 50 — + — — — + —

11 | | 25 | |158 | | 100 | |

90 | | 25 | |101 — + — — — + — 50 — + — — — + —

11 | | 25 | |

11 166 11 128 25 503 25 239

177

316

139

528

792

264

177

316

139

111

111

107

107

562

780

218

59 65 53 17 41 81 58 53 41 66 80 464

18 24 185

9

59 | | 81 | | 58 | | | | 66 80 | | 9130 70 — + — — — + — 70 173 173 173 — + — — — + — 173 173 173 115 — + — — — + — 115 115 115 115 — + — — — + — 115 181 181 54 — + — — — + — 54 97

1 | | 22 | | | | | | 47 | | 34182 | | 269 269 | | 269 269 | | 264 264 | | 289 289 | | 195

17 | | 53 | | | | 53 41 | | 24 | | 1852 32 — + — — — + — 32 96 96 96 — + — — — + — 96 96 96 96 — + — — — + — 96 149 149 108 — + — — — + — 108 108 108 55 — + — — — + — 55 98

3 | | 11 | | | | | | 29 | | 25

3 65 22 1 41 11 29 464 34 47 185 25

90 143 53 527

784

257








159th Street and Riggs159th Street and Driveway 159th Street and SB US69 Ramps159th Street and Lowell 159th Street and Metcalf



167th Street and Antioch 167th Street and Site Drive 167th Street and SB US69 Ramps 167th Street and NB US69 Ramps 167th Street and Metcalf


Existing Traffic Volumes (Balanced)PM Peak Hour






P101070439 November 2007

544

1145

601

1868

1868

1249

1249

1080

1883

803

92 196

256

88 219

294

744

1124

374

875

382

537

161

323

358

122

92 | | 294 744 | | | | 875 382 | | 122943 831 — + — — — + — 831 1294 1823 1079 — + — — — + — 1079 1256 1256 1171 — + — — — + — 1171 2046 1701 649 — + — — — + — 649 941

20 | | 169 | | 177 85 | | 670 | | 1701561 | | 2146 3189 | | 3587 3587 | | 4180 3481 | | 1984

88 | | 256 | | 1124 374 | | 323 | | 161618 496 — + — — — + — 496 852 1366 1207 — + — — — + — 1207 2331 2331 1957 — + — — — + — 1957 2134 1780 728 — + — — — + — 728 1043

34 | | 100 159 | | | | 177 729 | | 154

34 196

169 20 219

100

159

177 85 177

729

537

170

670

358

154

399

738

339

336

336

262

262

1436

2619

1182

86 172

86 396

781

385

68 135

67 24 53 29 118

234

116

1385

2288

902

55 105

50 206

387

181

23 13 50 15 20 51 79 195

122

68 193

124

26 42 10 57 8 4 12 9 2 18 58 60 61 55 273

630

483

186

418

298

24 5 26 21 5 24 92 44 70 117

39 25

23 | | 51 79 | | 124 26 | | 57 | | | | | | 8 | | 18 58 | | 55 273 | | 298 | | | | 24 | | 24 92 | | 25524 486 — + — — — + — 486 569 671 471 — + — — — + — 471 743 743 717 — + — — — + — 717 774 774 774 — + — — — + — 774 774 774 774 — + — — — + — 774 774 774 774 — + — — — + — 774 774 774 711 — + — — — + — 711 774 774 714 — + — — — + — 714 774 774 304 — + — — — + — 304 701 701 701 — + — — — + — 701 701 701 442 — + — — — + — 442 573 573 536 — + — — — + — 536 586 539 345 — + — — — + — 345 403

15 | | 31 121 | | 148 | | | | | | | | 55 | | 45 2 | | 5 197 | | 99 | | 259 | | 131 13 | | 26 102 | | 33897 | | 988 1245 | | 1344 1344 | | 1407 1407 | | 1407 1407 | | 1407 1407 | | 1407 1407 | | 1485 1485 | | 1485 1485 | | 1641 1640 | | 1570 1570 | | 1419 1419 | | 1419 1268 | | 980

15 | | 50 68 | | 122 10 | | 42 | | | | | | 9 | | 12 61 | | 60 186 | | 483 | | | | 21 | | 26 117 | | 70373 343 — + — — — + — 343 419 574 393 — + — — — + — 393 601 601 591 — + — — — + — 591 633 633 633 — + — — — + — 633 633 633 633 — + — — — + — 633 633 633 633 — + — — — + — 633 633 633 606 — + — — — + — 606 711 711 650 — + — — — + — 650 711 711 363 — + — — — + — 363 940 939 792 — + — — — + — 792 869 869 770 — + — — — + — 770 846 846 793 — + — — — + — 793 833 729 489 — + — — — + — 489 577

15 | | 26 113 | | 86 | | | | | | | | 18 | | 93 | | 1 162 | | 95 147 | | 77 99 | | 76 32 | | 14 123 | | 18

15 13 31 15 20 26 113

195

148

121

193 86 18 4 45 55 2 93 5 2 1

162

630 99 197

418 95 147 77 99 131

259 76 32 5 26 13 5 14 123 44 33 102 39 18

59 120 61 456

856

400 67 217

150 5 8 3

890

1600 71

0

147

224 77 231

565

335 63 95 32 200

359

159

456

856

400

890

1600

710

456

400

890

21 512

178

| | | | 178— + — — — + — — + — — — + — 178

| | | || | 27 | | 192| | 21 | |

— + — — — + — 27 — + — — — + — 14| | 6 | | 14

456

400 6

890

512 14

456

856

400

896

1422 52

5

456

822

366

896

1422

525

118

338

31 335

45 552

299

73 308

144

118 | | 45 | | 144126 — + — — — + — 58 — + — — — + — 195

8 | | 13 | | 51164 | | 179 | | 521

31 | | 73 | | 29938 — + — — — + — 121 — + — — — + — 326

7 | | 48 | | 27

733

8 833

5 48 552 51 13 308 27

345

688

343

651

999

348

345

688

343

651

1007

356

151

194

135

208

25 626

25 293

38

151 | | 25 | | 38163 — + — — — + — 50 — + — — — + — 38

12 | | 25 | |321 | | 100 | | 72

135 | | 25 | |158 — + — — — + — 50 — + — — — + — 35

23 | | 25 | | 35

23 194 12 208 25 626 25 293 35

217

437

220

651

1004 35

3

217

437

220

651

996

345

46 171

90 130

25 534

92 25 302

19

46 | | 25 | | 1957 — + — — — + — 50 — + — — — + — 64

11 | | 25 | | 45158 | | 100 | | 196

90 | | 25 | | 92101 — + — — — + — 50 — + — — — + — 132

11 | | 25 | | 40

11 171 11 130 25 534 45 25 302 40

182

323

141

604

971

367

182

323

141

147

147

118

118

638

959

321

59 65 58 17 41 83 58 89 41 77 109

503

26 82 222

17

59 | | 83 | | 58 | | | | 77 109 | | 17138 78 — + — — — + — 78 191 191 191 — + — — — + — 191 191 191 133 — + — — — + — 133 133 133 133 — + — — — + — 133 210 210 54 — + — — — + — 54 105

1 | | 30 | | | | | | 47 | | 34198 | | 308 308 | | 308 308 | | 339 339 | | 376 376 | | 211

17 | | 58 | | | | 89 41 | | 82 | | 2660 40 — + — — — + — 40 117 117 117 — + — — — + — 117 117 117 117 — + — — — + — 117 207 207 166 — + — — — + — 166 166 166 55 — + — — — + — 55 106

3 | | 19 | | | | | | 29 | | 25

3 65 30 1 41 19 29 503 34 47 222 25

98 159 61 566

860

294

167th Street and SB US69 Ramps



Existing plus Full Development plus Short-Term Background Growth Traffic VolumesPM Peak Hour

167th Street and NB US69 Ramps 167th Street and Metcalf167th Street and Antioch 167th Street and Site Drive





159th Street and Riggs159th Street and Driveway 159th Street and SB US69 Ramps159th Street and Lowell 159th Street and Metcalf 159th Street and West Drive


159th Street and Nall159th Street and East Drive







P101070439 November 2007

2305

3343

1038

1688

1688

854

854

3195

5270

2075

142

1932

231

163

606

269

944

744

324

530

482

2506

208

373

1485

217

142 | | 269 944 | | | | 530 482 | | 2172079 1827 — + — — — + — 1827 2357 2799 1855 — + — — — + — 1855 2042 2017 1907 — + — — — + — 1907 2437 2142 1265 — + — — — + — 1265 1738

110 | | 261 | | 187 110 | | 396 | | 2563612 | | 3972 4764 | | 4667 4667 | | 5050 4351 | | 3475

163 | | 231 | | 744 324 | | 373 | | 2081533 1219 — + — — — + — 1219 1615 1965 1881 — + — — — + — 1881 2625 2650 2326 — + — — — + — 2326 2613 2209 1366 — + — — — + — 1366 1738

151 | | 165 84 | | | | 287 470 | | 165

151

1932 26

1

110

606

165 84 187

110

287

470

2506 25

6

396

1485 16

5

2345

3226 88

1

271

271

397

397

3232

5278

2046

1779

2286

507

2192

3044

852

68 135

67 1219

1219

1104

1104

141

270

129

154

309

155

3435

5229

1794

80 155

75 1637

2050

413

73 1536

170

40 279

188

29 1854

309

43 473

336

26 42 10 57 556

663

521

582

81 29 31 45 52 32 71 83 65 91 637

2429

369

479

1121

194

49 5 26 46 5 24 773

819

45 274

114

25

73 | | 188 29 | | 336 26 | | 57 | | 556 | | | | 582 81 | | 32 71 | | 91 637 | | 194 | | | | 49 | | 24 773 | | 251701 1563 — + — — — + — 1563 1787 1814 1554 — + — — — + — 1554 2220 2220 2087 — + — — — + — 2087 2400 2400 2293 — + — — — + — 2293 2555 2555 1999 — + — — — + — 1999 2592 2592 2373 — + — — — + — 2373 2955 2955 2630 — + — — — + — 2630 2772 2797 2486 — + — — — + — 2486 2582 2582 1553 — + — — — + — 1553 2089 2089 2089 — + — — — + — 2089 2089 2089 1953 — + — — — + — 1953 2059 2059 1972 — + — — — + — 1972 2022 2025 1111 — + — — — + — 1111 1169

65 | | 35 231 | | 330 107 | | 256 107 | | 262 | | 593 219 | | 245 | | 110 240 | | 5 392 | | 343 | | 136 | | 106 38 | | 26 141 | | 332947 | | 3177 3309 | | 3883 3883 | | 4308 4308 | | 4697 4697 | | 5090 5090 | | 5145 5145 | | 5020 5045 | | 4699 4699 | | 4045 4045 | | 3984 3984 | | 3957 3957 | | 3857 3881 | | 2648

40 | | 170 43 | | 309 10 | | 42 | | | | 663 521 | | 45 | | 31 65 | | 83 479 | | 369 | | | | 46 | | 26 274 | | 451246 1141 — + — — — + — 1141 1391 1496 1166 — + — — — + — 1166 1663 1663 1578 — + — — — + — 1578 1908 1908 1842 — + — — — + — 1842 2142 2142 1835 — + — — — + — 1835 2498 2498 1977 — + — — — + — 1977 2189 2189 1982 — + — — — + — 1982 2248 2248 2034 — + — — — + — 2034 2117 2117 1300 — + — — — + — 1300 1956 1956 1848 — + — — — + — 1848 1895 1895 1822 — + — — — + — 1822 1898 1898 1795 — + — — — + — 1795 1835 1856 1391 — + — — — + — 1391 1479

65 | | 80 287 | | 189 75 | | 288 66 | | 300 307 | | | | 213 163 | | 236 150 | | 1 339 | | 287 108 | | 47 73 | | 76 57 | | 14 191 | | 43

6515

36 35 65 279 80 287

1854 33

0

231

473

189 75 256

107

288 66 262

107

300

307

593

219

213

163 29 110

245 52 236

150 5

240 1

339

2429 34

3

392

1121 28

7

108 47 73 106

136 76 57 5 26 38 5 14 191

819 33 141

114 43

1637

2061 42

4

2471

3364 89

2

331

726

395

328

735

407

900

900

431

431

302

835

533

155

396

241

3110

4911

1800 10

8

155 47 179

391

213 88 145 57

1043

1341 29

8

2471

3364

892

3096

4897

1800

2471

839

54 3096

21 1663

117

| | 54 | | 117— + — — — + — 54 — + — — — + — 117

| | | || | 54 27 | | 121| | 21 | |

— + — — — + — 27 — + — — — + — 4| | 6 | | 4

2471 83

9 630

96

1663 4

2471

3310 83

9

3102

4769

1667

2471

3276

805

3102

4769

1667

118

2192

161

31 709

65 234

2698

171

347

1214

106

118 | | 65 234 | | 106126 — + — — — + — 204 374 — + — — — + — 140

8 | | 139 140 | | 34164 | | 487 925 | | 332

31 | | 161 347 | | 17138 — + — — — + — 283 551 — + — — — + — 192

7 | | 122 205 | | 22

721

92 139 8

709

122

205

2698 34 14

012

14 22

2338

3177 83

9

2936

4312

1376

2338

3177

839

2936

4312

1376

201

2137

210

606

23 25 2911

25 1322

28

201 | | 23 25 | | 28238 — + — — — + — 23 50 — + — — — + — 28

37 | | 25 | |521 | | 23 100 | | 46

210 | | 25 | |283 — + — — — + — 50 — + — — — + — 18

73 | | 25 | | 18

7321

37 37 606 25

2911 25

1322 18

2210

2853 64

3

2936

4302

1365

2210

2853

643

2936

4302

1365

121

1966

124

40 557

46 62 2804

71 150

1194

21

121 | | 46 62 | | 21132 — + — — — + — 73 131 — + — — — + — 52

11 | | 27 69 | | 31233 | | 250 345 | | 154

40 | | 124 150 | | 71101 25 — + — — — + — 25 177 214 — + — — — + — 102

36 | | 29 64 | | 31

3619

66 27 11 557 29 64

2804 31 69

1194 31

2029

2626 59

7

2899

4193

1295

2029

2626

597

121

360

239

970

970

679

679

2883

4156

1274

391

1291

346

70 305

222

18 103

33 206

625

345

266

413

407

2320

155

157

1040

76

391 | | 222 18 | | 206 625 | | | | 413 407 | | 761616 1190 — + — — — + — 1190 1533 1533 1496 — + — — — + — 1496 1926 1923 1298 — + — — — + — 1298 1415 1415 1291 — + — — — + — 1291 1705 1388 595 — + — — — + — 595 694

35 | | 121 18 | | 224 | | 117 123 | | 385 | | 232168 | | 2417 2417 | | 2975 2975 | | 2619 2619 | | 2731 2344 | | 1465

70 | | 346 33 | | 103 | | 345 266 | | 157 | | 155552 463 — + — — — + — 463 884 884 819 — + — — — + — 819 1049 1051 860 — + — — — + — 860 1205 1205 939 — + — — — + — 939 1027 956 529 — + — — — + — 529 771

19 | | 75 32 | | 127 191 | | | | 88 270 | | 87

1912

91 121 35 305 75 32 224 18 127

191

117

123 88 270

2320 23 38

510

40 87

1431

1847 41

6

256

401

145

307

307

211

211

2613

4126

1513

159th Street and Marty 159th Street and East Drive 159th Street and Riggs







161st Street and MetcalfBV School North Drive and Antioch

159th Street and Driveway 159th Street and SB US69 Ramps159th Street and Lowell 159th Street and Metcalf 159th Street and West Drive




167th Street and Metcalf167th Street and Antioch 167th Street and Site Drive 167th Street and SB US69 Ramps


2030 Proposed PlanPM Peak Hour



P101070439 November 2007

2285

3301

1016

1688

1688

854

854

3155

5186

2030

142

1912

231

163

584

269

944

744

324

530

482

2466

208

373

1441

217

142 | | 269 944 | | | | 530 482 | | 2172056 1805 — + — — — + — 1805 2335 2777 1833 — + — — — + — 1833 2020 1995 1885 — + — — — + — 1885 2415 2120 1265 — + — — — + — 1265 1717

110 | | 261 | | 187 110 | | 374 | | 2363570 | | 3930 4722 | | 4625 4625 | | 5008 4309 | | 3433

163 | | 231 | | 744 324 | | 373 | | 2081513 1199 — + — — — + — 1199 1595 1945 1861 — + — — — + — 1861 2605 2630 2306 — + — — — + — 2306 2593 2189 1366 — + — — — + — 1366 1716

151 | | 165 84 | | | | 287 450 | | 143

151

1912 26

1

110

584

165 84 187

110

287

450

2466 23

6

374

1441 14

3

2325

3184 85

9

271

271

397

397

3152

5108

1957

1759

2244

485

2172

3002

830

68 135

67 1114

1114

989

989

141

270

129

154

309

155

3355

5060

1705

80 155

75 1617

2008

391

73 1536

150

40 279

166

29 1856

287

43 474

313

26 42 10 57 556

558

521

468

81 29 31 45 52 32 71 83 65 91 637

2380

338

479

1049

178

49 5 26 46 5 24 753

819

45 252

114

25

73 | | 166 29 | | 313 26 | | 57 | | 556 | | | | 468 81 | | 32 71 | | 91 637 | | 178 | | | | 49 | | 24 753 | | 251632 1494 — + — — — + — 1494 1696 1723 1463 — + — — — + — 1463 2105 2105 1972 — + — — — + — 1972 2285 2285 2178 — + — — — + — 2178 2441 2441 1884 — + — — — + — 1884 2454 2454 2235 — + — — — + — 2235 2703 2703 2377 — + — — — + — 2377 2520 2545 2234 — + — — — + — 2234 2330 2330 1466 — + — — — + — 1466 1973 1973 1973 — + — — — + — 1973 1973 1973 1959 — + — — — + — 1959 1977 1977 1890 — + — — — + — 1890 1940 1943 1069 — + — — — + — 1069 1127

65 | | 35 231 | | 330 107 | | 256 107 | | 262 | | 570 219 | | 245 | | 110 240 | | 5 226 | | 329 | | 14 | | 18 38 | | 26 121 | | 332815 | | 3003 3135 | | 3664 3664 | | 4088 4088 | | 4478 4478 | | 4742 4742 | | 4661 4661 | | 4536 4561 | | 4215 4215 | | 3795 3795 | | 3795 3795 | | 3785 3785 | | 3685 3709 | | 2561

40 | | 150 43 | | 287 10 | | 42 | | | | 558 521 | | 45 | | 31 65 | | 83 479 | | 338 | | | | 46 | | 26 252 | | 451183 1078 — + — — — + — 1078 1307 1412 1083 — + — — — + — 1083 1558 1558 1473 — + — — — + — 1473 1803 1803 1737 — + — — — + — 1737 2037 2037 1730 — + — — — + — 1730 2288 2288 1767 — + — — — + — 1767 1958 1958 1750 — + — — — + — 1750 2017 2017 1802 — + — — — + — 1802 1886 1886 1204 — + — — — + — 1204 1822 1822 1822 — + — — — + — 1822 1822 1822 1798 — + — — — + — 1798 1808 1808 1705 — + — — — + — 1705 1745 1766 1346 — + — — — + — 1346 1434

65 | | 80 287 | | 189 75 | | 288 66 | | 300 307 | | | | 191 163 | | 236 150 | | 1 203 | | 280 | | 24 | | 11 57 | | 14 169 | | 43

6515

36 35 65 279 80 287

1856 33

0

231

474

189 75 256

107

288 66 262

107

300

307

570

219

191

163 29 110

245 52 236

150 5

240 1

203

2380 32

9

226

1049 28

0 24 18 14 11 57 5 26 38 5 14 169

819 33 121

114 43

1637

2061 42

4

2473

3366 89

4

331

726

395

328

735

407

877

877

410

410

302

835

533

155

396

241

2912

4467

1555 42 66 25 88 14

5 57

1021

1298 27

8

2473

3366

894

2898

4453

1555

2473

840

54 2898

21 1534

| | 54 | |— + — — — + — 54 — + — — — + —

| | | || | 54 27 | || | 21 | |

— + — — — + — 27 — + — — — + —| | 6 | |

2473 84

0 628

98

1534

2473

3313 84

0

2904

4438

1534

2473

3279

806

2904

4438

1534

118

2193

161

31 710

65 234

2646

24 347

1173

14

118 | | 65 234 | | 14126 — + — — — + — 204 374 — + — — — + — 46

8 | | 139 140 | | 32164 | | 487 925 | | 123

31 | | 161 347 | | 2438 — + — — — + — 283 551 — + — — — + — 77

7 | | 122 205 | | 54

721

93 139 8

710

122

205

2646 32 14

011

73 54

2340

3180 84

0

2883

4249

1367

2340

3180

840

2883

4249

1367

201

2139

210

607

23 25 2858

25 1342

201 | | 23 25 | |238 — + — — — + — 23 50 — + — — — + —

37 | | 25 | |521 | | 23 100 | |

210 | | 25 | |283 — + — — — + — 50 — + — — — + —

73 | | 25 | |

7321

39 37 607 25

2858 25

1342

2212

2856 64

4

2883

4249

1367

2212

2856

644

2883

4249

1367

121

1967

124

40 558

46 62 2821

150

1217

121 | | 46 62 | |132 — + — — — + — 73 131 — + — — — + —

11 | | 27 69 | |233 | | 250 345 | |

40 | | 124 150 | |101 25 — + — — — + — 25 177 214 — + — — — + —

36 | | 29 64 | |

3619

67 27 11 558 29 64

2821 69

1217

2030

2629 59

8

2885

4171

1286

2030

2629

598

121

360

239

977

977

685

685

2869

4134

1265

391

1291

348

70 305

223

18 103

33 206

625

352

266

419

407

2311

151

161

1032

72

391 | | 223 18 | | 206 625 | | | | 419 407 | | 721612 1186 — + — — — + — 1186 1525 1525 1489 — + — — — + — 1489 1918 1916 1290 — + — — — + — 1290 1409 1409 1286 — + — — — + — 1286 1705 1388 595 — + — — — + — 595 690

35 | | 116 18 | | 224 | | 119 123 | | 385 | | 232160 | | 2402 2402 | | 2960 2960 | | 2615 2615 | | 2735 2348 | | 1457

70 | | 348 33 | | 103 | | 352 266 | | 161 | | 151548 459 — + — — — + — 459 877 877 813 — + — — — + — 813 1042 1045 854 — + — — — + — 854 1206 1206 940 — + — — — + — 940 1030 960 529 — + — — — + — 529 767

19 | | 71 32 | | 127 191 | | | | 91 270 | | 87

1912

91 116 35 305 71 32 224 18 127

191

119

123 91 270

2311 23 38

510

32 87

1427

1838 41

2

256

401

145

310

310

214

214

2605

4109

1505




2030 Master PlanPM Peak Hour















P101070439 November 2007

40 80 40 180

180

195

195

87 175

88

40 40 180

195

87 88

| | | | | | 195 | |40 40 — + — — — + — 40 40 40 40 — + — — — + — 40 80 80 80 — + — — — + — 80 275 275 — + — — — + — 40

| | | | 40 | | 275 | | 4080 | | 80 80 | | 300 300 | | 535 535 | | 80

| | | | 180 | | | |40 40 — + — — — + — 40 40 40 40 — + — — — + — 40 220 220 220 — + — — — + — 220 260 260 — + — — — + — 40

| | | | | | 40 260 | | 40

40 40 40 40 260 87 40 275 88 40

40 80 40 40 40 40 40 387

791

403

40 80 40 40 80 40 387

791

403

40 80 40

40 40 3 37 1 39 241

147

241

162

40 40

| | 40 | | 39 | | | | | | | | | | | | | | 162 | | | | | | 40 | |117 117 — + — — — + — 117 158 158 157 — + — — — + — 157 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 77 — + — — — + — 77 255 255 255 — + — — — + — 255 255 255 -4 — + — — — + — -4 127 127 127 — + — — — + — 127 127 127 75 — + — — — + — 75 75

| | 1 | | | | | | | | | | | | | | 119 | | 16 | | 259 | | 131 | | 12 | |227 | | 308 308 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 476 475 | | 405 405 | | 254 254 | | 254 254 | | 154

| | 40 | | 37 | | | | | | | | | | | | | | 147 | | | | | | 40 | |110 110 — + — — — + — 110 150 150 148 — + — — — + — 148 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 70 — + — — — + — 70 221 220 73 — + — — — + — 73 150 150 51 — + — — — + — 51 127 127 127 — + — — — + — 127 127 127 79 — + — — — + — 79 79

| | 2 | | | | | | | | | | | | | | 115 | | 5 147 | | 77 99 | | 76 | | 8 | |

2 3 1 1

115

241 16 119

241 5

147 77 99 131

259 76 8 12

5 7 2

371

736

365

147

224 77 231

565

335 8 20 12

5 7 2 371

736

365

5 2 371

188

178

| | | | 178— + — — — + — — + — — — + — 178

| | | || | | | 192| | | |

— + — — — + — — + — — — + — 14| | | | 14

5 2

371

188 14

5 7 2

371

573

201

5 7 2 371

573

201

5 2 72 299

57 144

| | | | 144— + — — — + — — + — — — + — 195

| | | | 51| | | | 521| | | | 299

— + — — — + — — + — — — + — 326| | | | 27

5 2 72 51 57 27

5 7 2

123

207 84

5 7 2 123

215

92

5 2 123

54 38

| | | | 38— + — — — + — — + — — — + — 38

| | | || | | | 72| | | |

— + — — — + — — + — — — + — 35| | | | 35

5 2

123 54 35

5 7 2

123

212 89

5 7 2 123

204

81

5 2 31 92 63 19

| | | | 19— + — — — + — — + — — — + — 64

| | | | 45| | | | 196| | | | 92

— + — — — + — — + — — — + — 132| | | | 40

5 2 31 45 63 40

5 7 2 76 179

103

5 7 2 36 36 11 11 76 179

103

5 2 36 11 29 39 8 58 37 8

| | 2 | | | | | | 11 29 | | 88 8 — + — — — + — 8 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 29 29 — + — — — + — 8

| | 8 | | | | | | | |16 | | 39 39 | | 39 39 | | 75 75 | | 87 87 | | 16

| | 5 | | | | 36 | | 58 | | 88 8 — + — — — + — 8 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 58 58 58 — + — — — + — 58 58 58 — + — — — + — 8

| | 8 | | | | | | | |

8 8 39 37

8 16 8 39 76 37















Development TripsPM Peak Hour



P101070439 November 2007

40 80 40 180

180

195

195

87 175

88

40 40 180

195

87 88

| | | | | | 195 | |40 40 — + — — — + — 40 40 40 40 — + — — — + — 40 80 80 80 — + — — — + — 80 275 275 — + — — — + — 40

| | | | 40 | | 275 | | 4080 | | 80 80 | | 300 300 | | 535 535 | | 80

| | | | 180 | | | |40 40 — + — — — + — 40 40 40 40 — + — — — + — 40 220 220 220 — + — — — + — 220 260 260 — + — — — + — 40

| | | | | | 40 260 | | 40

40 40 40 40 260 87 40 275 88 40

40 80 40 40 40 40 40 387

791

403

40 80 40 40 80 40 387

791

403

40 80 40

40 40 3 37 1 39 241

147

241

162

40 40

| | 40 | | 39 | | | | | | | | | | | | | | 162 | | | | | | 40 | |117 117 — + — — — + — 117 158 158 157 — + — — — + — 157 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 196 — + — — — + — 196 196 196 77 — + — — — + — 77 255 255 255 — + — — — + — 255 255 255 16 — + — — — + — 16 127 127 127 — + — — — + — 127 127 127 75 — + — — — + — 75 75

| | 1 | | | | | | | | | | | | | | 119 | | 16 | | 239 | | 112 | | 12 | |227 | | 308 308 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 381 381 | | 476 475 | | 405 405 | | 254 254 | | 254 254 | | 154

| | 40 | | 37 | | | | | | | | | | | | | | 147 | | | | | | 40 | |110 110 — + — — — + — 110 150 150 148 — + — — — + — 148 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 185 — + — — — + — 185 185 185 70 — + — — — + — 70 221 220 73 — + — — — + — 73 150 150 80 — + — — — + — 80 127 127 127 — + — — — + — 127 127 127 79 — + — — — + — 79 79

| | 2 | | | | | | | | | | | | | | 115 | | 5 147 | | 77 70 | | 46 | | 8 | |

2 3 1 1

115

241 16 119

241 5

147 77 70 112

239 46 8 12

5 7 2

371

736

365

147

224 77 181

467

286 8 20 12

5 7 2 371

736

365

5 2 371

188

178

| | | | 178— + — — — + — — + — — — + — 178

| | | || | | | 192| | | |

— + — — — + — — + — — — + — 14| | | | 14

5 2

371

188 14

5 7 2

371

573

201

5 7 2 371

573

201

5 2 92 279

70 131

| | | | 131— + — — — + — — + — — — + — 162

| | | | 31| | | | 455| | | | 279

— + — — — + — — + — — — + — 293| | | | 14

5 2 92 31 70 14

5 7 2

123

207 84

5 7 2 123

215

92

5 2 123

54 38

| | | | 38— + — — — + — — + — — — + — 38

| | | || | | | 72| | | |

— + — — — + — — + — — — + — 35| | | | 35

5 2

123 54 35

5 7 2

123

212 89

5 7 2 123

204

81

5 2 31 92 63 19

| | | | 19— + — — — + — — + — — — + — 64

| | | | 45| | | | 196| | | | 92

— + — — — + — — + — — — + — 132| | | | 40

5 2 31 45 63 40

5 7 2 76 179

103

5 7 2 36 36 11 11 76 179

103

5 2 36 11 29 39 8 58 37 8

| | 2 | | | | | | 11 29 | | 88 8 — + — — — + — 8 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 29 29 — + — — — + — 8

| | 8 | | | | | | | |16 | | 39 39 | | 39 39 | | 75 75 | | 87 87 | | 16

| | 5 | | | | 36 | | 58 | | 88 8 — + — — — + — 8 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 58 58 58 — + — — — + — 58 58 58 — + — — — + — 8

| | 8 | | | | | | | |

8 8 39 37

8 16 8 39 76 37













Non Pass-By Development TripsPM Peak Hour






P101070439 November 2007

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | Total Pass-By Trips = 82 | | | | | || | 159th (60% of total) = 49 | | | | | || | EB (60% of 159th) = 29 | | | | | |

— + — — — + — WB (40% of 159th) = 20 — + — — — + — — + — — — + — — + — — — + —| | Metcalf (40% of total) = 33 | | | | | |

NB (40% of Antioch) = 13SB (60% of Antioch) = 20

| | | | | | | | | | | | | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — -20 — + — — — + — -20 — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | | | | | 20 | | 20 | | | || | | | | | | | | | | | | | | | | | | | | | | | | || | | | | | | | | | | | | | | | | | | | | | | | | |

— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — -29 — + — — — + — -29 — + — — — + — — + — — — + —| | | | | | | | | | | | | | | | | | | | 29 | | 29 | | | |

29 20 20 29

49 98 49

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

-20

20 -13

13

| | | | 13— + — — — + — — + — — — + — 33

| | | | 20| | | | 66| | | | 20

— + — — — + — — + — — — + — 33| | | | 13

-20 20 -13 13

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | || | | | | | | | | || | | | | | | | | |

— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —| | | | | | | | | |




Pass-By Development TripsPM Peak Hour








159th Street and East Drive 159th Street and Nall







P101070439 November 2007

26 60 34 75 132

58

26 34 75 58

| | | | | | | |11 — + — — — + — 9 — + — — — + — — + — — — + — — + — — — + —

11 | | 9 | | | | | |20 | | 20 | | | | | |

| | | | | | | |9 — + — — — + — 11 — + — — — + — — + — — — + — — + — — — + —

9 | | 11 | | | | | |

9 26 9 11 34 11 75 58

43 99 56 75 132 58

9 20 11 43 99 56 75 132

58

9 11 43 56 75 58

| | 11 | | 56 | | | | | | | | | | | | 75 | | | | | | | | | |89 89 — + — — — + — 89 112 112 112 — + — — — + — 112 186 186 186 — + — — — + — 186 186 186 186 — + — — — + — 186 186 186 186 — + — — — + — 186 186 186 186 — + — — — + — 186 186 186 186 — + — — — + — 186 186 186 186 — + — — — + — 186 186 186 75 — + — — — + — 75 75 75 75 — + — — — + — 75 75 75 75 — + — — — + — 75 75 75 75 — + — — — + — 75 75 75 75 — + — — — + — 75 75

| | 11 | | 19 | | | | | | | | | | | | 37 | | | | | | | | | |159 | | 199 199 | | 331 331 | | 331 331 | | 331 331 | | 331 331 | | 331 331 | | 331 331 | | 331 331 | | 132 132 | | 132 132 | | 132 132 | | 132 132 | | 132

| | 9 | | 43 | | | | | | | | | | | | 58 | | | | | | | | | |69 69 — + — — — + — 69 87 87 87 — + — — — + — 87 144 144 144 — + — — — + — 144 144 144 144 — + — — — + — 144 144 144 144 — + — — — + — 144 144 144 144 — + — — — + — 144 144 144 144 — + — — — + — 144 144 144 144 — + — — — + — 144 144 144 58 — + — — — + — 58 58 58 58 — + — — — + — 58 58 58 58 — + — — — + — 58 58 58 58 — + — — — + — 58 58 58 58 — + — — — + — 58 58

| | 9 | | 14 | | | | | | | | | | | | 29 | | | | | | | | | |

11 9 19 14 29 37

11 20 9 19 33 14 29 66 37

19 33 14 29 66 37

19 14 29 37

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

19 14 29 37

19 33 14 29 66 37

19 33 14 29 66 37

19 14 29 37

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

19 14 29 37

19 33 14 29 66 37

19 33 14 29 66 37

19 14 29 37

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

19 14 29 37

19 33 14 29 66 37

19 33 14 29 66 37

19 14 29 37

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

19 14 29 37

19 33 14 29 66 37

19 33 14 29 66 37

4 11 4 3 9 3 4 25 2 35

4 | | 3 | | | | | | 4 | |15 11 — + — — — + — 11 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 11 — + — — — + — 11 11

| | 4 | | | | | | 4 | |22 | | 28 28 | | 28 28 | | 28 28 | | 28 28 | | 17

3 | | 4 | | | | | | 2 | |7 4 — + — — — + — 4 10 10 10 — + — — — + — 10 10 10 10 — + — — — + — 10 10 10 10 — + — — — + — 10 10 10 6 — + — — — + — 6 6

| | 2 | | | | | | 2 | |

11 4 9 2 2 25 4 35

15 25 11 27 66 39

year




Short-Term Background Growth Traffic from 2007 to 2009PM Peak Hour

year5% per






159th Street and Riggs159th Street and Driveway 159th Street and SB US69 Ramps159th Street and Lowell

15% per

159th Street and Metcalf 159th Street and West Drive









P101070439 November 2007

26 52 26 52 104

51

26 26 52 51

| | | | | | | |26 26 — + — — — + — 26 26 26 26 — + — — — + — 26 26 26 26 — + — — — + — 26 26 26 — + — — — + — 26

| | | | | | 26 | | 2652 | | 52 52 | | 52 52 | | 52 52 | | 52

| | | | | | | |26 26 — + — — — + — 26 26 26 26 — + — — — + — 26 26 26 26 — + — — — + — 26 26 26 — + — — — + — 26

| | | | | | 26 | | 26

26 26 26 52 26 26 51 26

26 52 26 104

207

103

26 52 26 26 52 26 117

117

121

121

104

207

103

26 52 26

26 26 4 22 2 23 117

121

61 43 80 23 26 26

| | 26 | | 23 | | | | | | | | 121 | | | | | | 23 | | | | | | 26 | |72 72 — + — — — + — 72 98 98 98 — + — — — + — 98 121 121 121 — + — — — + — 121 121 121 121 — + — — — + — 121 121 121 121 — + — — — + — 121 145 145 145 — + — — — + — 145 266 266 266 — + — — — + — 266 266 266 266 — + — — — + — 266 266 266 93 — + — — — + — 93 130 130 130 — + — — — + — 130 130 130 13 — + — — — + — 13 100 100 100 — + — — — + — 100 100 100 48 — + — — — + — 48 48

| | | | | | | | | | 23 | | | | | | 173 | | 13 | | 117 | | 86 | | 26 | |142 | | 193 193 | | 238 238 | | 238 238 | | 238 238 | | 378 378 | | 522 522 | | 522 522 | | 522 522 | | 288 288 | | 227 227 | | 200 200 | | 200 200 | | 97

| | 26 | | 22 | | | | | | 117 | | | | | | | | 43 | | | | | | 26 | |69 69 — + — — — + — 69 95 95 95 — + — — — + — 95 117 117 117 — + — — — + — 117 117 117 117 — + — — — + — 117 117 117 117 — + — — — + — 117 234 234 234 — + — — — + — 234 255 255 255 — + — — — + — 255 255 255 255 — + — — — + — 255 255 255 108 — + — — — + — 108 158 158 50 — + — — — + — 50 97 97 54 — + — — — + — 54 101 101 101 — + — — — + — 101 101 101 49 — + — — — + — 49 49

| | | | | | | | | | | | 22 | | | | 147 | | 7 108 | | 47 43 | | 47 | | 26 | |

4 2 23 22 147 61 13 173 80 7

108 47 43 86 117 47 26 26

4 7 2 23 23 22 22 222

482

260

108

155 47 129

293

163 26 52 26

4 7 2 222

482

260

4 2 222

143

117

| | | | 117— + — — — + — — + — — — + — 117

| | | || | | | 121| | | |

— + — — — + — — + — — — + — 4| | | | 4

4 2

222

143 4

4 7 2

222

369

147

4 7 2 222

369

147

4 2 71 151

54 93

| | | | 93— + — — — + — — + — — — + — 107

| | | | 14| | | | 267| | | | 151

— + — — — + — — + — — — + — 160| | | | 9

4 2 71 14 54 9

4 7 2 85 148 63

4 7 2 85 148

63

4 2 85 34 28

| | | | 28— + — — — + — — + — — — + — 28

| | | || | | | 46| | | |

— + — — — + — — + — — — + — 18| | | | 18

4 2 85 34 18

4 7 2 85 137 52

4 7 2 85 137

52

4 2 14 71 31 21

| | | | 21— + — — — + — — + — — — + — 52

| | | | 31| | | | 154| | | | 71

— + — — — + — — + — — — + — 102| | | | 31

4 2 14 31 31 31

4 7 2 45 107 62

4 7 2 22 22 12 12 45 107

62

4 2 22 12 29 10 5 46 10 5

| | 2 | | | | | | 12 29 | | 55 5 — + — — — + — 5 13 13 13 — + — — — + — 13 13 13 13 — + — — — + — 13 17 17 17 — + — — — + — 17 29 29 — + — — — + — 5

| | 5 | | | | 5 | | | |10 | | 28 28 | | 28 28 | | 55 55 | | 76 76 | | 10

| | 4 | | | | 22 | | 46 | | 55 5 — + — — — + — 5 15 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 37 37 37 — + — — — + — 37 46 46 — + — — — + — 5

| | 5 | | | | | | 9 | |

5 5 5 9 10 10

5 10 5 5 5 9 9 10 21 10



North Drive and MetcalfRI/RO Drive and Antioch




Future Year 2030 Non Pass-By Development TripsPM Peak Hour





159th Street and Riggs159th Street and Driveway 159th Street and SB US69 Ramps159th Street and Lowell 159th Street and Metcalf 159th Street and West Drive 159th Street and East Drive






P101070439 November 2007

6 9 4 12 19 7

6 4 12 7

| | | | | | | |4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 — + — — — + — 6

| | | | | | 4 | | 69 | | 9 9 | | 9 9 | | 9 9 | | 9

| | | | | | | |6 6 — + — — — + — 6 6 6 6 — + — — — + — 6 6 6 6 — + — — — + — 6 6 6 — + — — — + — 4

| | | | | | 6 | | 4

6 4 6 12 6 4 7 4

6 9 4 24 38 14

6 9 4 6 9 4 12 12 7 7 24 38 14 6 9 4

6 4 6 4 12 7 12 12 7 7 6 4

| | 4 | | | | | | | | | | 7 | | | | | | 7 | | | | | | 6 | |4 4 — + — — — + — 4 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14 14 7 — + — — — + — 7 14 14 14 — + — — — + — 14 14 14 — + — — — + — 18 18 18 — + — — — + — 18 18 18 6 — + — — — + — 6 6

| | | | | | | | | | | | | | | | 7 | | | | 14 | | 18 | | 6 | |9 | | 19 19 | | 19 19 | | 19 19 | | 19 19 | | 31 31 | | 38 38 | | 38 38 | | 38 38 | | 38 38 | | 38 38 | | 28 28 | | 28 28 | | 9

| | 6 | | | | | | | | 12 | | | | | | | | 12 | | | | | | 4 | |6 6 — + — — — + — 6 12 12 12 — + — — — + — 12 12 12 12 — + — — — + — 12 12 12 12 — + — — — + — 12 12 12 12 — + — — — + — 12 24 24 24 — + — — — + — 24 24 24 24 — + — — — + — 24 24 24 24 — + — — — + — 24 24 24 12 — + — — — + — 12 24 24 24 — + — — — + — 24 24 24 — + — — — + — 11 11 11 — + — — — + — 11 11 11 4 — + — — — + — 4 4

| | | | | | | | | | | | | | | | 12 | | | | 24 | | 11 | | 4 | |

6 4 12 12 7 7 24 18 14 11 4 6

6 9 4 24 38 14 42 66 25 4 9 6

6 9 4 24 38 14

6 4 24 14

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

6 4 24 14

6 9 4 24 38 14

6 9 4 24 38 14

6 4 24 14

| | | | 14— + — — — + — — + — — — + — 46

| | | | 32| | | | 123| | | | 24

— + — — — + — — + — — — + — 77| | | | 54

6 4 32 54

6 9 4 32 85 54

6 9 4 32 85 54

6 4 32 54

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

6 4 32 54

6 9 4 32 85 54

6 9 4 32 85 54

6 4 32 54

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

6 4 32 54

6 9 4 32 85 54

6 9 4 30 30 18 18 32 85 54

6 4 30 18 29 1 1 50 2 1

| | 4 | | | | | | 18 29 | | 11 1 — + — — — + — 1 5 5 5 — + — — — + — 5 5 5 5 — + — — — + — 5 12 12 12 — + — — — + — 12 29 29 — + — — — + — 1

| | 1 | | | | 7 | | | |2 | | 13 13 | | 13 13 | | 50 50 | | 79 79 | | 2

| | 6 | | | | 30 | | 50 | | 11 1 — + — — — + — 1 8 8 8 — + — — — + — 8 8 8 8 — + — — — + — 8 38 38 38 — + — — — + — 38 50 50 — + — — — + — 1

| | 1 | | | | | | 12 | |

1 1 7 12 1 2

1 2 1 7 7 12 12 1 4 2













Future Year 2030 Master Planned Development TripsPM Peak Hour






P101070439 November 2007

5% 5% 25%

25%

11%

11%

5% 25%

11%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%5% | | 5% 5% | | 30% 30% | | 35% 35% | | 5%

| | | | 25% | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 30% 30% 30% — + — — — + — 30% 35% 35% — + — — — + —

| | | | | | 5% 35% | |

5% 5% 35%

11% 5%

5% 5% 5% 5% 51%

51%

5% 5% 5% 5% 51%

51%

5% 5%

5% 5% 30%

21%

5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 16% 16% 16% — + — — — + — 16% 16% 16% 10% — + — — — + — 10% 10%

| | | | | | | | | | | | | | | | | | | | | | 16% | | 1% | |15% | | 20% 20% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 31% 31% | | 10% 10% | | 16% 16% | | 16% 16% | | 10%

| | 5% | | 5% | | | | | | | | | | | | | | 21% | | | | | | | |15% 15% — + — — — + — 15% 20% 20% 20% — + — — — + — 20% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 10% — + — — — + — 10% 31% 31% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | 15% | | 21% | | 10% | | | | | |

15%

30%

21%

10%

16% 1%

45%

45%

21%

21%

26%

26% 1% 1%

45%

45%

45%

| | | |— + — — — + — — + — — — + —

| | | || | | | 2%| | | |

— + — — — + — — + — — — + — 2%| | | | 2%

45% 2%

45%

47% 2%

45%

47%

2%

5% 40%

2%

| | | |— + — — — + — — + — — — + —

| | | || | | | 42%| | | | 40%

— + — — — + — — + — — — + — 42%| | | | 2%

5% 2% 2%

5% 9% 4%

5% 9% 4%

5% 4%

| | | |— + — — — + — — + — — — + —

| | | || | | | 2%| | | |

— + — — — + — — + — — — + — 2%| | | | 2%

5% 4% 2%

5% 11% 6%

5% 11%

6%

5% 6%

| | | |— + — — — + — — + — — — + —

| | | || | | | 7%| | | | 5%

— + — — — + — — + — — — + — 7%| | | | 2%

6% 2%

8% 8%

8% 8%2% 5% 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |1% | | 2% 2% | | 2% 2% | | 2% 2% | | 2% 2% | | 1%

| | | | | | | | 2% | |1% 1% — + — — — + — 1% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% — + — — — + —

| | 1% | | | | | | | |

1% 5%

1% 1% 5% 5%













2005 Trip Distribution for Zone 323 RetailInbound






P101070439 November 2007

5% 5% 25%

25%

11%

11%

5% 25%

11%

| | | | | | 25% | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 10% 10% 10% — + — — — + — 10% 35% 35% — + — — — + —

| | | | 5% | | 35% | |5% | | 5% 5% | | 10% 10% | | 35% 35% | | 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%

5% 5% 35%

11% 5%

5% 5% 5% 5% 51%

51%

5% 5% 5% 5% 51%

51%

5% 5%

5% 5% 30%

21%

5%

| | 5% | | 5% | | | | | | | | | | | | | | 21% | | | | | | | |15% 15% — + — — — + — 15% 20% 20% 20% — + — — — + — 20% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 10% — + — — — + — 10% 31% 31% 31% — + — — — + — 31% 31% 31% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | 15% | | | | 31% | | | | | |15% | | 20% 20% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 25% 25% | | 31% 31% | | 41% 41% | | 16% 16% | | 16% 16% | | 10%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 10% 10% 10% — + — — — + — 10% 16% 16% 16% — + — — — + — 16% 16% 16% 10% — + — — — + — 10% 10%

| | | | | | | | | | | | | | | | | | | | 10% | | 6% | | 1% | |

15%

30%

10%

31% 6% 1%

45%

45%

10%

10%

37%

37% 1% 1%

45%

45%

22%

23%

| | | | 23%— + — — — + — — + — — — + — 23%

| | | || | | | 23%| | | |

— + — — — + — — + — — — + —| | | |

22%

22%

22%

22%

22%

5% 17%

| | | | 17%— + — — — + — — + — — — + — 21%

| | | | 4%| | | | 21%| | | |

— + — — — + — — + — — — + —| | | |

4% 5%

4% 9% 5%

4% 10%

6%

4% 3% 3%

| | | | 3%— + — — — + — — + — — — + — 3%

| | | || | | | 3%| | | |

— + — — — + — — + — — — + —| | | |

4% 3%

4% 7% 3%

4% 6% 2%

4% 2%

| | | | 2%— + — — — + — — + — — — + — 6%

| | | | 4%| | | | 6%| | | |

— + — — — + — — + — — — + —| | | |

4% 4%

8% 8%

8% 8%

2% 5% 1%

| | | | | | | | 2% | |1% 1% — + — — — + — 1% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% — + — — — + —

| | 1% | | | | | | | |1% | | 2% 2% | | 2% 2% | | 2% 2% | | 2% 2% | | 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |

1% 5%

1% 1% 5% 5%







2005 Trip Distribution for Zone 323 RetailOutbound











P101070439 November 2007

5% 5% 5% 5% 10%

10%

5% 5% 10%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%5% | | 5% 5% | | 10% 10% | | 15% 15% | | 5%

| | | | 5% | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 10% 10% 10% — + — — — + — 10% 15% 15% — + — — — + —

| | | | | | 5% 15% | |

5% 5% 15%

10% 5%

5% 5% 5% 5% 30%

30%

5% 5% 5% 5% 30%

30%

5% 5%

5% 3% 2% 30%

5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 15% | | | | | | 5% | |5% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 15% 15% | | 15% 15% | | 15% 15% | | 15% 15% | | 5%

| | 5% | | 2% | | | | | | | | | | | | | | | | | | | | | |5% 5% — + — — — + — 5% 10% 10% 8% — + — — — + — 8% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 2% | | | | | | | | | | | | | | 10% | | | | | | | | | |

2% 3% 10%

30%

15% 5%

5% 5% 55%

55% 5% 5%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | | 20%| | | |

— + — — — + — — + — — — + — 20%| | | | 20%

5% 55%

20%

5% 5% 55%

75%

20%

5% 5% 55%

75%

20%

5% 55%

20%

| | | |— + — — — + — — + — — — + —

| | | || | | | 80%| | | | 55%

— + — — — + — — + — — — + — 80%| | | | 25%

5% 20%

25%

5% 5% 45%

45%

5% 5% 35%

35%

45%

45%

5% 35%

42%

2% 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |1% | | 7% 7% | | 7% 7% | | 42% 42% | | 42% 42% | | 1%

| | 5% | | | | 35% | | 42% | |1% 1% — + — — — + — 1% 7% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 42% 42% 42% — + — — — + — 42% 42% 42% — + — — — + —

| | 1% | | | | | | | |

1% 2%

1% 1% 2% 2%







2005 Trip Distribution for Zone 323 ResidentialInbound











P101070439 November 2007

5% 5% 5% 5% 10%

10%

5% 5% 10%

| | | | | | 5% | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 10% 10% 10% — + — — — + — 10% 15% 15% — + — — — + —

| | | | 5% | | 15% | |5% | | 5% 5% | | 10% 10% | | 15% 15% | | 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%

5% 5% 15%

10% 5%

5% 5% 5% 5% 30%

30%

5% 5% 5% 5% 30%

30%

5% 5%

5% 3% 2% 30%

5%

| | 5% | | 2% | | | | | | | | | | | | | | | | | | | | | |5% 5% — + — — — + — 5% 10% 10% 8% — + — — — + — 8% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 2% | | | | | | | | | | | | | | 10% | | | | | | | | | |5% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 15% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 15% | | | | | | | |

2% 3% 10%

30%

15%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 10%

45%

| | | | 45%— + — — — + — — + — — — + — 45%

| | | || | | | 45%| | | |

— + — — — + — — + — — — + —| | | |

5% 10%

5% 5% 10%

10%

5% 5% 10%

10%

5% 10%

| | | | 10%— + — — — + — — + — — — + — 55%

| | | | 45%| | | | 55%| | | |

— + — — — + — — + — — — + —| | | |

5% 45%

5% 5% 45%

45%

5% 5% 35%

35%

45%

45%

5% 35%

42%

2% 1%

| | 5% | | | | | | 35% 42% | |1% 1% — + — — — + — 1% 7% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 42% 42% — + — — — + —

| | 1% | | | | | | | |1% | | 7% 7% | | 7% 7% | | 7% 7% | | 42% 42% | | 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |

1% 2%

1% 1% 2% 2%













2005 Trip Distribution for Zone 323 ResidentialOutbound






P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | 5% | |

5% 5% 10% 5%

5% 5% 20%

20%

5% 5% 5% 5% 25%

25%

20%

20%

5% 5%

5% 5% 25%

10%

10%

5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 20% 20% 20% — + — — — + — 20% 20% 20% 10% — + — — — + — 10% 10%

| | | | | | | | | | | | | | | | | | | | | | 20% | | 5% | |15% | | 20% 20% | | 25% 25% | | 25% 25% | | 25% 25% | | 50% 50% | | 55% 55% | | 55% 55% | | 55% 55% | | 35% 35% | | 10% 10% | | 20% 20% | | 20% 20% | | 10%

| | 5% | | 5% | | | | | | 25% | | | | | | | | 10% | | | | | | | |15% 15% — + — — — + — 15% 20% 20% 20% — + — — — + — 20% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 50% 50% 50% — + — — — + — 50% 55% 55% 55% — + — — — + — 55% 55% 55% 55% — + — — — + — 55% 55% 55% 25% — + — — — + — 25% 35% 35% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | 5% | | | | 30% | | 25% | | 10% | | | | | |

5% 30%

10%

25%

10%

20% 5%

5% 5% 40%

40%

25%

25%

30%

30% 5% 5%

40%

40%

40%

| | | |— + — — — + — — + — — — + —

| | | || | | | 1%| | | |

— + — — — + — — + — — — + — 1%| | | | 1%

40% 1%

40%

41% 1%

40%

41%

1%

5% 35%

1%

| | | |— + — — — + — — + — — — + —

| | | || | | | 37%| | | | 35%

— + — — — + — — + — — — + — 37%| | | | 2%

5% 1% 2%

5% 8% 3%

5% 8% 3%

5% 3%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 3%

5% 8% 3%

5% 8% 3%

5% 3%

| | | |— + — — — + — — + — — — + —

| | | || | | | 7%| | | | 5%

— + — — — + — — + — — — + — 7%| | | | 2%

3% 2%

5% 5%

5% 5%2% 2% 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |1% | | 2% 2% | | 2% 2% | | 2% 2% | | 2% 2% | | 1%

| | | | | | | | 2% | |1% 1% — + — — — + — 1% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% — + — — — + —

| | 1% | | | | | | | |

1% 2%

1% 1% 2% 2%







2030 Trip Distribution for Zone 323 RetailInbound











P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | 5% | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%

5% 5% 10% 5%

5% 5% 20%

20%

5% 5% 5% 5% 25%

25%

20%

20%

5% 5%

5% 5% 25%

15%

5% 5%

| | 5% | | 5% | | | | | | | | 25% | | | | | | 5% | | | | | | | |15% 15% — + — — — + — 15% 20% 20% 20% — + — — — + — 20% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 30% 30% 30% — + — — — + — 30% 55% 55% 55% — + — — — + — 55% 55% 55% 55% — + — — — + — 55% 55% 55% 20% — + — — — + — 20% 25% 25% 25% — + — — — + — 25% 25% 25% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | 5% | | | | | | 35% | | | | 25% | | | | | |15% | | 20% 20% | | 25% 25% | | 25% 25% | | 25% 25% | | 30% 30% | | 55% 55% | | 55% 55% | | 55% 55% | | 25% 25% | | 35% 35% | | 20% 20% | | 20% 20% | | 10%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 10% 10% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 10% — + — — — + — 10% 10%

| | | | | | | | | | | | | | | | | | | | 10% | | 10% | | 5% | |

5% 35%

15%

10%

25%

10% 5%

5% 5% 50%

50%

10%

10%

35%

35% 5% 5%

50%

50%

25%

25%

| | | | 25%— + — — — + — — + — — — + — 25%

| | | || | | | 25%| | | |

— + — — — + — — + — — — + —| | | |

25%

25%

25%

25%

25%

5% 20%

| | | | 20%— + — — — + — — + — — — + — 23%

| | | | 3%| | | | 23%| | | |

— + — — — + — — + — — — + —| | | |

3% 5%

3% 8% 5%

3% 8% 5%

3% 2% 3%

| | | | 3%— + — — — + — — + — — — + — 3%

| | | || | | | 3%| | | |

— + — — — + — — + — — — + —| | | |

3% 2%

3% 5% 2%

3% 5% 2%

3% 2%

| | | | 2%— + — — — + — — + — — — + — 4%

| | | | 2%| | | | 4%| | | |

— + — — — + — — + — — — + —| | | |

3% 2%

5% 5%

5% 5%

2% 2% 1%

| | | | | | | | 2% | |1% 1% — + — — — + — 1% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% 2% — + — — — + —

| | 1% | | | | | | | |1% | | 2% 2% | | 2% 2% | | 2% 2% | | 2% 2% | | 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |

1% 2%

1% 1% 2% 2%













2030 Trip Distribution for Zone 323 RetailOutbound






P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | 5% | |

5% 5% 10% 5%

5% 5% 20%

20%

5% 5% 5% 5% 10%

10%

20%

20%

5% 5%

5% 5% 10%

20%

5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 15% | | | | | | 5% | |5% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 15% 15% | | 15% 15% | | 15% 15% | | 15% 15% | | 5%

| | 5% | | | | | | | | 10% | | | | | | | | | | | | | | | |5% 5% — + — — — + — 5% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | 20% | | | | | | | | | |

5% 20%

20%

15% 5%

5% 5% 55%

55% 5% 5%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | | 20%| | | |

— + — — — + — — + — — — + — 20%| | | | 20%

5% 55%

20%

5% 5% 55%

75%

20%

5% 5% 55%

75%

20%

5% 55%

20%

| | | |— + — — — + — — + — — — + —

| | | || | | | 80%| | | | 55%

— + — — — + — — + — — — + — 80%| | | | 25%

5% 20%

25%

5% 5% 45%

45%

5% 5% 25%

25%

45%

45%

5% 25%

42%

2% 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |1% | | 7% 7% | | 7% 7% | | 32% 32% | | 42% 42% | | 1%

| | 5% | | | | 25% | | 42% | |1% 1% — + — — — + — 1% 7% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 32% 32% 32% — + — — — + — 32% 42% 42% — + — — — + —

| | 1% | | | | | | 10% | |

1% 10% 2%

1% 1% 10%

10% 2% 2%













2030 Trip Distribution for Zone 323 ResidentialInbound






P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | 5% | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%

5% 5% 10% 5%

5% 5% 20%

20%

5% 5% 5% 5% 10%

10%

20%

20%

5% 5%

5% 5% 10%

20%

5%

| | 5% | | | | | | | | | | 10% | | | | | | | | | | | | | |5% 5% — + — — — + — 5% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | 20% | | | | | | | | | |5% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 20% 20% | | 20% 20% | | 20% 20% | | 15% 15% | | 15% 15% | | 15% 15% | | 15% 15% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 15% | | | | | | 5% | |

5% 20%

20%

15% 5%

5% 5% 55%

55% 5% 5%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 25%

30%

| | | | 30%— + — — — + — — + — — — + — 30%

| | | || | | | 30%| | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | | 25%— + — — — + — — + — — — + — 70%

| | | | 45%| | | | 70%| | | |

— + — — — + — — + — — — + —| | | |

5% 45%

5% 5% 45%

45%

5% 5% 25%

25%

45%

45%

5% 25%

42%

2% 1%

| | 5% | | | | | | 25% 42% | |1% 1% — + — — — + — 1% 7% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 17% 17% 17% — + — — — + — 17% 42% 42% — + — — — + —

| | 1% | | | | 10% | | | |1% | | 7% 7% | | 7% 7% | | 17% 17% | | 42% 42% | | 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |

1% 10% 2%

1% 1% 10%

10% 2% 2%







2030 Trip Distribution for Zone 323 ResidentialOutbound











P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | 5% | |

5% 5% 10% 5%

5% 5% 20%

20%

5% 5% 5% 5% 10%

10%

20%

20%

5% 5%

5% 5% 10%

10%

10%

5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | | | | | 15% | | 5% | |5% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 15% 15% | | 15% 15% | | 5%

| | 5% | | | | | | | | 10% | | | | | | | | 10% | | | | | | | |5% 5% — + — — — + — 5% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | 10% | | | | 20% | | | | | |

5% 10%

10%

20%

15% 5%

5% 5% 20%

20%

35%

35% 5% 5%

5% 5% 20%

20%

5% 20%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 20%

5% 5% 20%

20%

5% 5% 20%

20%

5% 20%

| | | |— + — — — + — — + — — — + —

| | | || | | | 65%| | | | 20%

— + — — — + — — + — — — + — 65%| | | | 45%

5% 45%

5% 5% 45%

45%

5% 5% 45%

45%

5% 45%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 45%

5% 5% 45%

45%

5% 5% 45%

45%

5% 45%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 45%

5% 5% 45%

45%

5% 5% 25%

25%

45%

45%

5% 25%

42%

2% 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |1% | | 7% 7% | | 7% 7% | | 32% 32% | | 42% 42% | | 1%

| | 5% | | | | 25% | | 42% | |1% 1% — + — — — + — 1% 7% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 32% 32% 32% — + — — — + — 32% 42% 42% — + — — — + —

| | 1% | | | | | | 10% | |

1% 10% 2%

1% 1% 10%

10% 2% 2%







2030 Trip Distribution for Zone 323 Master PlanInbound











P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | 5% | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | 5%

5% 5% 10% 5%

5% 5% 20%

20%

5% 5% 5% 5% 10%

10%

20%

20%

5% 5%

5% 5% 10%

10%

10%

5%

| | 5% | | | | | | | | | | 10% | | | | | | 10% | | | | | | | |5% 5% — + — — — + — 5% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | 10% | | | | 20% | | | | | |5% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 15% 15% | | 15% 15% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | | | | | 15% | | 5% | |

5% 10%

10%

20%

15% 5%

5% 5% 20%

20%

35%

35% 5% 5%

5% 5% 20%

20%

5% 20%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 20%

5% 5% 20%

20%

5% 5% 20%

20%

5% 20%

| | | | 20%— + — — — + — — + — — — + — 65%

| | | | 45%| | | | 65%| | | |

— + — — — + — — + — — — + —| | | |

5% 45%

5% 5% 45%

45%

5% 5% 45%

45%

5% 45%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 45%

5% 5% 45%

45%

5% 5% 45%

45%

5% 45%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 45%

5% 5% 45%

45%

5% 5% 25%

25%

45%

45%

5% 25%

42%

2% 1%

| | 5% | | | | | | 25% 42% | |1% 1% — + — — — + — 1% 7% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 17% 17% 17% — + — — — + — 17% 42% 42% — + — — — + —

| | 1% | | | | 10% | | | |1% | | 7% 7% | | 7% 7% | | 17% 17% | | 42% 42% | | 1%

| | | | | | | | | | 1%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1%

| | | | | | | | | |

1% 10% 2%

1% 1% 10%

10% 2% 2%













2030 Trip Distribution for Zone 323 Master PlanOutbound






P101070439 November 2007

638

932

294

1064

1064

970

970

792

1174

382

141

227

270

74 97 123

469

595

464

506

297

421

74 147

199

36

141 | | 123 469 | | | | 506 297 | | 361053 896 — + — — — + — 896 1049 1272 803 — + — — — + — 803 1159 1160 991 — + — — — + — 991 1497 1167 847 — + — — — + — 847 932

16 | | 30 | | 356 169 | | 23 | | 491890 | | 2116 2694 | | 2794 2795 | | 2860 2272 | | 1954

74 | | 270 | | 595 464 | | 147 | | 74837 759 — + — — — + — 759 1067 1422 1040 — + — — — + — 1040 1635 1635 1171 — + — — — + — 1171 1363 1105 906 — + — — — + — 906 1022

4 | | 38 382 | | | | 192 52 | | 42

422

7 30 16 97 38 382

356

169

192 52 421 49 23 199 42

261

412

151

738

738

361

361

522

786

264

73 131

58 185

300

115

26 77 51 -22

-58

-36

39 57 18 386

573

187

-10

-27

-17

203

251

48

15 47 11 25 23 10 98 25 62 41 51 23 17 9 19 32 -2 -20

-36

26 13 13 5 83 200

103

39 98 50 -10

-17

46 78 79 9 23 16

15 | | 10 98 | | 23 17 | | 32 | | | | | | -2 | | 26 | | 5 83 | | 50 | | | | -10 | | 46 | | 16349 334 — + — — — + — 334 364 431 319 — + — — — + — 319 346 348 331 — + — — — + — 331 362 362 362 — + — — — + — 362 362 362 362 — + — — — + — 362 362 362 362 — + — — — + — 362 362 361 363 — + — — — + — 363 366 366 340 — + — — — + — 340 345 345 235 — + — — — + — 235 318 318 318 — + — — — + — 318 318 318 318 — + — — — + — 318 318 318 330 — + — — — + — 330 330 310 258 — + — — — + — 258 275

| | 20 14 | | 4 | | -1 | | | | | | | | 3 | | 27 | | 33 | | | | -2 | | 6 | | 1781 | | 760 819 | | 758 760 | | 764 764 | | 764 764 | | 764 764 | | 764 764 | | 770 770 | | 749 749 | | 825 825 | | 825 825 | | 825 826 | | 866 657 | | 676

25 | | 11 41 | | 62 19 | | 9 | | | | | | | | 13 | | 13 39 | | 103 | | | | -17 | | 9 | | 79432 388 — + — — — + — 388 396 388 340 — + — — — + — 340 412 412 393 — + — — — + — 393 402 402 402 — + — — — + — 402 402 402 402 — + — — — + — 402 402 402 402 — + — — — + — 402 402 403 404 — + — — — + — 404 404 404 391 — + — — — + — 391 404 404 348 — + — — — + — 348 507 507 507 — + — — — + — 507 507 507 507 — + — — — + — 507 507 508 536 — + — — — + — 536 536 347 322 — + — — — + — 322 401

19 | | -3 7 | | 10 | | | | | | | | -1 | | | | 17 | | 56 | | | | -11 | | 16 | |

19 47 20 23 -3 7 25 4 14 51 10 -1 -1 -20 3

-36 17 200 33 27 98 56 -11 -2 16 78 1 6 23

86 106 20 36 111 75 -1 -1 -18

-54

-36

250

431

181

-11

-13 -2 95 124 29

41 120

79 251

432

181

41 79 251

181

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

41 79 251

181

41 120 79 251

432

181

41 120

79 251

432

181

41 79 251

1 180

| | | |— + — — — + — — + — — — + —

| | | || | 1 | || | 1 | |

— + — — — + — 1 — + — — — + —| | | |

41 79 251

180

41 120 79 251

431

180

41 120

79 251

431

180

41 79 251

180

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

41 79 251

180

41 120 79 251

431

180

41 120

79 251

431

180

29 12 78 1 251

180

29 | | | |30 — + — — — + — — + — — — + —

1 | | | |114 | | | |

78 | | | |84 — + — — — + — — + — — — + —

6 | | | |

6 12 1 1

251

180

18 20 2

251

431

180

18 22 4 35 35 31 31 264

461

197

11 2 5 3 -1 2 30 5 12 19 2 263

-1 197

11 | | 2 | | 30 | | | | 19 2 | |46 35 — + — — — + — 35 38 38 38 — + — — — + — 38 38 38 8 — + — — — + — 8 8 8 8 — + — — — + — 8 27 26 19 — + — — — + — 19 33

| | 1 | | | | | | 5 | | 1464 | | 59 59 | | 59 59 | | 34 34 | | 41 69 | | 74

3 | | 5 | | | | 5 12 | | | | -118 15 — + — — — + — 15 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 26 26 14 — + — — — + — 14 14 43 34 — + — — — + — 34 41

| | 1 | | | | | | 9 | | 8

2 1 -1 1 926

3 14 519

7 8

3 3

286

496

210




Existing Base Traffic Volumes (Existing Model - Select Zones)PM Peak Hour















P101070439 November 2007

2255

2773

518

1053

1053

791

791

2378

3249

871

188

1806

261

125

273

120

656

397

415

376

396

1893

89 176

602

93

188 | | 120 656 | | | | 376 396 | | 931925 1706 — + — — — + — 1706 1868 2011 1355 — + — — — + — 1355 1758 1758 1564 — + — — — + — 1564 1940 1634 1231 — + — — — + — 1231 1453

31 | | 42 | | 403 194 | | 7 | | 1293459 | | 3541 3886 | | 3720 3722 | | 3811 3230 | | 2964

125 | | 261 | | 397 415 | | 176 | | 891534 1374 — + — — — + — 1374 1673 1875 1565 — + — — — + — 1565 1962 1964 1549 — + — — — + — 1549 1871 1596 1378 — + — — — + — 1378 1511

35 | | 38 310 | | | | 322 42 | | 44

3518

06 42 31 273 38 310

403

194

322 42

1893 12

9 760

2 44

1883

2225 34

2

713

713

516

516

2064

2717 65

3

1617

1924

307

1696

1935

239

34 77 43 641

641

401

401

26 35 9 1955

2390

435

1605

1864

259

56 1534

27 41 248

18 59 1482

155

30 185

24 17 17 14 29 267

374

194

207

21 5 4 5 128

1786

41 38 361

36 711

837

57 156

91 12

56 | | 18 59 | | 24 17 | | 29 | | 267 | | | | 207 | | 21 | | 5 128 | | 36 | | | | | | 711 | | 121067 972 — + — — — + — 972 1010 1123 1051 — + — — — + — 1051 1165 1165 1148 — + — — — + — 1148 1177 1144 1144 — + — — — + — 1144 1144 1145 878 — + — — — + — 878 1329 1330 1227 — + — — — + — 1227 1434 1463 1463 — + — — — + — 1463 1463 1457 1436 — + — — — + — 1436 1441 1442 1291 — + — — — + — 1291 1501 1570 1570 — + — — — + — 1570 1570 1570 1570 — + — — — + — 1570 1570 1570 1570 — + — — — + — 1570 1570 1479 746 — + — — — + — 746 759

39 | | 20 13 | | 90 | | | | | | 451 103 | | | | | | 23 | | 174 | | | | | | 22 | | 12004 | | 1903 2012 | | 2200 2199 | | 2214 2141 | | 2141 2143 | | 2507 2508 | | 2523 2588 | | 2588 2583 | | 2568 2569 | | 2649 2795 | | 2795 2795 | | 2795 2795 | | 2795 2531 | | 1654

41 | | 27 30 | | 155 14 | | 17 | | | | 374 194 | | | | 4 | | 5 38 | | 41 | | | | | | 156 | | 57937 843 — + — — — + — 843 893 889 844 — + — — — + — 844 1035 1034 1020 — + — — — + — 1020 1037 997 997 — + — — — + — 997 997 998 804 — + — — — + — 804 1178 1178 984 — + — — — + — 984 1089 1125 1125 — + — — — + — 1125 1125 1126 1122 — + — — — + — 1122 1127 1127 1040 — + — — — + — 1040 1148 1225 1225 — + — — — + — 1225 1225 1225 1225 — + — — — + — 1225 1225 1225 1225 — + — — — + — 1225 1225 1052 836 — + — — — + — 836 895

53 | | 23 15 | | 36 | | | | 194 | | | | 105 | | | | 49 | | 67 | | | | | | 60 | | 2

5315

34 20 39 248 23 15

1482 90 13 18

5 36 194

451

103

105 49

1786 17

4 23 361 67 60 837 1 22 91 2

1607

1917 31

0

1587

1821 23

4

645

645

208

208

2009

2460 45

1

898

1013 11

5

1587

1820

233

2008

2458

450

1587

233

2008

450

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1587 23

3

2008 45

0

1587

1820 23

3

2008

2458 45

0

1588

1822

234

2018

2482

464

1588

234

2018

464

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1588 23

4

2018 46

4

1588

1822 23

4

2018

2482 46

4

1581

1807

226

1992

2441

449

28 1553

72 154

1992

449

28 | | | |34 — + — — — + — — + — — — + —

6 | | | |132 | | | |

72 | | | |98 — + — — — + — — + — — — + —

26 | | | |

2615

53 615

4

1992 44

9

1579

1739 16

0

1992

2441 44

9

1582

1744

162

2008

2469

461

95 1487

21 141

2008

461

95 | | | |96 — + — — — + — — + — — — + —

1 | | | |128 | | 2 | |

21 | | | |32 2 — + — — — + — 2 2 — + — — — + —

9 | | | |

914

87 114

1

2008 46

1

1496

1638 14

2

2008

2469 46

1

1501

1647

146

467

467

141

141

1993

2459

466

307

1015

179

8 136

2 308

159

83 58 197

1727

69 8 439

19

307 | | 2 | | 308 | | | | 58 197 | | 191323 1008 — + — — — + — 1008 1025 967 967 — + — — — + — 967 967 940 632 — + — — — + — 632 641 640 610 — + — — — + — 610 668 680 459 — + — — — + — 459 475

8 | | 15 | | | | 9 30 | | 24 | | -31653 | | 1533 1477 | | 1477 1443 | | 1154 1152 | | 1124 1140 | | 911

8 | | 179 | | | | 159 83 | | 8 | | 69330 322 — + — — — + — 322 508 510 510 — + — — — + — 510 510 503 354 — + — — — + — 354 513 512 429 — + — — — + — 429 456 460 352 — + — — — + — 352 436

| | 7 | | 149 | | | | 27 100 | | 15

1015 15 8

136 7

149 9 30 27 100

1727 -3 24 43

9 15

1030

1181 15

1

158

158 57 57

1824

2302 47

8













Future Year 2030 Base Traffic Volumes (FY2030 Model - Model Select Zones)PM Peak Hour






P101070439 November 2007

1625

1875

250

-200

-200

1600

2150

550

50 1600

-25

75 200

-25

200

-200

-50

-150

100

1475

25 50 425

75

50 | | -25 200 | | | | -150 100 | | 75900 825 — + — — — + — 825 825 775 575 — + — — — + — 575 625 600 575 — + — — — + — 575 425 475 400 — + — — — + — 400 575

25 | | 25 | | 50 25 | | -25 | | 1001650 | | 1425 1225 | | 950 950 | | 975 975 | | 1100

75 | | -25 | | -200 -50 | | 50 | | 25750 625 — + — — — + — 625 600 450 525 — + — — — + — 525 325 350 400 — + — — — + — 400 550 500 475 — + — — — + — 475 525

50 | | -75 | | | | 150 -25 | | 25

5016

00 25 25 200

-75 50 25 150

-25

1475 10

0

-25

425 25

1675

1900 22

5

-25

-25

175

175

1550

1975 42

5

1575

1850

275

1525

1675

150

650

650

425

425

50 100

50 -50

-75

-25

1575

1800

225

25 50 25 1425

1650

225

50 1500

25 25 225

25 -50

1475

100

-25

150

25 275

375

200

225

25 25 50 -25

-25

-25

50 1600

-75

-25

275

-25

25 25 675

775

-25

150

75

50 | | 25 -50 | | 25 | | | | 275 | | | | 225 25 | | -25 | | 50 | | -25 | | | | 25 | | 675 | |750 650 — + — — — + — 650 675 600 675 — + — — — + — 675 800 800 800 — + — — — + — 800 800 800 800 — + — — — + — 800 800 800 525 — + — — — + — 525 1000 1000 875 — + — — — + — 875 1100 1100 1075 — + — — — + — 1075 1050 1075 1100 — + — — — + — 1100 1100 1100 1075 — + — — — + — 1075 1200 1200 1200 — + — — — + — 1200 1200 1200 1200 — + — — — + — 1200 1200 1200 1150 — + — — — + — 1150 1150 1200 500 — + — — — + — 500 500

50 | | -25 | | 100 | | | | | | 475 125 | | | | -25 | | -25 | | 150 | | | | 25 | | 25 | |1300 | | 1225 1100 | | 1450 1450 | | 1450 1450 | | 1450 1450 | | 1825 1825 | | 1850 1850 | | 1775 1800 | | 1825 1825 | | 1850 1850 | | 1850 1850 | | 1850 1850 | | 1750 1925 | | 1025

25 | | 25 -25 | | 100 | | | | | | 375 200 | | | | -25 | | -25 -25 | | -75 | | | | 25 | | 150 | | -25550 475 — + — — — + — 475 550 500 500 — + — — — + — 500 650 650 650 — + — — — + — 650 650 650 650 — + — — — + — 650 650 650 450 — + — — — + — 450 825 825 625 — + — — — + — 625 750 750 725 — + — — — + — 725 725 725 750 — + — — — + — 750 725 725 700 — + — — — + — 700 650 650 650 — + — — — + — 650 650 650 650 — + — — — + — 650 650 650 600 — + — — — + — 600 600 725 525 — + — — — + — 525 525

50 | | 50 25 | | 50 | | | | 200 | | | | 125 25 | | | | 50 | | 25 | | | | 25 | | 50 | | 25

5015

00 50 225 50 25

1475 10

0

-25

150 50 200

475

125

125 25 25 -25 50 50

1600 15

0

-25

275 25 25 25 50 775 25 75 25

1550

1875 32

5

1600

1775 17

5

675

675

250

250 25 75 50

1800

2075 27

5 25 50 25 825

950

125

1600

1775

175

1800

2075

275

1600

175

1800

275

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1600 17

5

1800 27

5

1600

1775 17

5

1800

2075 27

5

1600

1775

175

1800

2075

275

1600

175

1800

275

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1600 17

5

1800 27

5

1600

1775 17

5

1800

2075 27

5

1600

1775

175

1800

2075

275

50 1550

75 100

1800

275

50 | | | |75 — + — — — + — — + — — — + —

25 | | | |200 | | | |

75 | | | |125 — + — — — + — — + — — — + —

50 | | | |

5015

50 25 100

1800 27

5

1600

1725 12

5

1800

2075 27

5

1600

1725

125

1800

2075

275

75 1525

-50

175

1800

275

75 | | | |75 — + — — — + — — + — — — + —

| | | |75 | | 25 | |

-50 | | | |25 — + — — — + — 25 25 — + — — — + —25 | | | |

2515

25 175

1800 27

5

1550

1725 17

5

1800

2075 27

5

1550

1725

175

475

475

125

125

1750

2050

300

300

1075

175

25 150

300

175

75 50 200

1475

75 25 250

25

300 | | | | 300 | | | | 50 200 | | 251250 925 — + — — — + — 925 950 950 950 — + — — — + — 950 950 950 650 — + — — — + — 650 675 675 625 — + — — — + — 625 675 675 450 — + — — — + — 450 450

25 | | 25 | | | | 25 50 | | 25 | | -251575 | | 1450 1450 | | 1450 1450 | | 1200 1200 | | 1175 1175 | | 925

25 | | 175 | | | | 175 75 | | 25 | | 75325 300 — + — — — + — 300 500 500 500 — + — — — + — 500 500 500 350 — + — — — + — 350 525 525 450 — + — — — + — 450 500 500 375 — + — — — + — 375 475

| | 25 | | 150 | | | | 50 100 | | 25

1075 25 25 15

0 25 150 25 50 50 100

1475 -2

5 25 250 25

1100

1300 20

0

175

175

100

100

1550

1850 30

0




Adjusted Future Background Growth Traffic Volumes (FY2030 Base - Existing Revised Base)PM Peak Hour















P101070439 November 2007

1617

1841

224

-11

-11

-179

-179

1586

2075

489

47 1579

-9 51 176

-3 187

-198

-49

-130

99 1472

15 29 403

57

47 | | -3 187 | | | | -130 99 | | 57872 810 — + — — — + — 810 819 739 552 — + — — — + — 552 599 598 573 — + — — — + — 573 443 467 384 — + — — — + — 384 521

15 | | 12 | | 47 25 | | -16 | | 801569 | | 1425 1192 | | 926 927 | | 951 958 | | 1010

51 | | -9 | | -198 -49 | | 29 | | 15697 615 — + — — — + — 615 606 453 525 — + — — — + — 525 327 329 378 — + — — — + — 378 508 491 472 — + — — — + — 472 489

31 | | -72 | | | | 130 -10 | | 2

3115

79 12 15 176

-72 47 25 130

-10

1472 80 -1

640

3 2

1622

1813 19

1

-25

-25

155

155

1542

1931 38

9

1544

1793

249

1511

1635

124

8 -8 641

641

401

401

22 58 36 -13

-22

-9 1569

1817

248

10 27 17 1402

1613

211

41 1487

16 16 225

8 -39

1457

93 -11

134

1 8 -5 -3 267

374

194

207

2 20 36 -5 -8 -9 45 1586

-62

-1 263

-14

10 17 665

759

-22

147

68 -4

41 | | 8 -39 | | 1 | | -3 | | 267 | | | | 207 2 | | -5 | | 45 | | -14 | | | | 10 | | 665 | | -4718 638 — + — — — + — 638 646 692 732 — + — — — + — 732 819 817 817 — + — — — + — 817 815 782 782 — + — — — + — 782 782 783 516 — + — — — + — 516 967 968 865 — + — — — + — 865 1072 1102 1100 — + — — — + — 1100 1097 1091 1096 — + — — — + — 1096 1096 1097 1056 — + — — — + — 1056 1183 1252 1252 — + — — — + — 1252 1252 1252 1252 — + — — — + — 1252 1252 1252 1240 — + — — — + — 1240 1240 1169 488 — + — — — + — 488 484

39 | | -1 | | 86 | | 1 | | | | 451 103 | | | | -3 | | -4 | | 141 | | | | 2 | | 16 | |1223 | | 1143 1193 | | 1442 1439 | | 1450 1377 | | 1377 1379 | | 1743 1744 | | 1759 1824 | | 1818 1813 | | 1819 1820 | | 1824 1970 | | 1970 1970 | | 1970 1969 | | 1929 1874 | | 978

16 | | 16 -11 | | 93 -5 | | 8 | | | | 374 194 | | | | -9 | | -8 -1 | | -62 | | | | 17 | | 147 | | -22505 455 — + — — — + — 455 497 501 504 — + — — — + — 504 623 622 627 — + — — — + — 627 635 595 595 — + — — — + — 595 595 596 402 — + — — — + — 402 776 776 582 — + — — — + — 582 687 722 721 — + — — — + — 721 721 722 731 — + — — — + — 731 723 723 692 — + — — — + — 692 641 718 718 — + — — — + — 718 718 718 718 — + — — — + — 718 718 717 689 — + — — — + — 689 689 705 514 — + — — — + — 514 494

34 | | 26 8 | | 26 | | | | 194 | | | | 105 1 | | | | 32 | | 11 | | | | 11 | | 44 | | 2

3414

87 39 225 26 8

1457 86 -1

134 26 1

194

451

103

105 1 20 -3 36 32

1586 14

1 -426

3 11 11 2 44 759 16 68 2

1521

1811 29

0

1551

1710 15

9 1 1

645

645

208

208 18 54 36

1759

2029 27

0 11 13 2

803

889 86

1546

1700

154

1757

2026

269

1546

154

1757

269

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1546 15

4

1757 26

9

1546

1700 15

4

1757

2026 26

9

1547

1702

155

1767

2051

284

1547

155

1767

284

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1547 15

5

1767 28

4

1547

1702 15

5

1767

2051 28

4

1540

1687

147

1741

2010

269

28 1512

72 75 1741

269

28 | | | |34 — + — — — + — — + — — — + —

6 | | | |132 | | | |

72 | | | |98 — + — — — + — — + — — — + —

26 | | | |

2615

12 6 75

1741 26

9

1538

1619 81

1741

2010 26

9

1541

1624

83 1757

2038

281

66 1475

-57

140

1757

281

66 | | | |66 — + — — — + — — + — — — + —

| | | |14 | | 2 | |

-57 | | | |-52 2 — + — — — + — 2 2 — + — — — + —

3 | | | |

314

75 140

1757 28

1

1478

1618 14

0

1757

2038 28

1

1483

1625

142

432

432

110

110

1729

1998

269

296

1013

174

5 137

278

154

71 39 195

1464

70 8 242

19

296 | | | | 278 | | | | 39 195 | | 191277 973 — + — — — + — 973 987 929 929 — + — — — + — 929 929 902 624 — + — — — + — 624 633 632 602 — + — — — + — 602 641 654 440 — + — — — + — 440 442

8 | | 14 | | | | 9 30 | | 19 | | -171589 | | 1474 1418 | | 1418 1384 | | 1120 1118 | | 1083 1071 | | 837

5 | | 174 | | | | 154 71 | | 8 | | 70312 307 — + — — — + — 307 487 489 489 — + — — — + — 489 489 482 333 — + — — — + — 333 487 486 415 — + — — — + — 415 442 417 318 — + — — — + — 318 395

| | 6 | | 149 | | | | 27 91 | | 7

1013 14 8

137 6

149 9 30 27 91

1464 -1

7 19 242 7

1027

1178 15

1

158

158 57 57

1538

1806 26

8















Unmodified Future Background Growth Traffic Volumes (FY2030 Base - Existing Revised Base) PM Peak Hour



P101070439 November 2007

671

1022

351

1102

1102

1013

1013

901

1371

470

141

260

270

74 154

123

469

633

464

549

297

530

74 147

287

36

141 | | 123 469 | | | | 549 297 | | 361056 899 — + — — — + — 899 1052 1274 805 — + — — — + — 805 1161 1162 993 — + — — — + — 993 1542 1218 847 — + — — — + — 847 940

16 | | 30 | | 356 169 | | 74 | | 571903 | | 2131 2712 | | 2850 2851 | | 2959 2422 | | 1989

74 | | 270 | | 633 464 | | 147 | | 74847 768 — + — — — + — 768 1079 1438 1056 — + — — — + — 1056 1689 1689 1225 — + — — — + — 1225 1417 1204 906 — + — — — + — 906 1049

5 | | 41 382 | | | | 192 151 | | 69

526

0 30 16 154 41 382

356

169

192

151

530 57 74 287 69

295

506

211

738

738

361

361

738

1168 43

0

81 158

77 219

394

175

33 103

70 188

322

134

39 64 25 537

828

291

203

265

62

15 47 19 25 23 29 98 32 89 41 53 81 17 16 19 51 111

20 57 61 36 37 26 13 20 5 83 351

103

39 202

50 46 78 79 23 23 16

15 | | 29 98 | | 81 17 | | 51 | | | | | | 111 | | 37 26 | | 5 83 | | 50 | | | | | | 46 | | 16568 553 — + — — — + — 553 606 686 574 — + — — — + — 574 663 664 647 — + — — — + — 647 698 698 698 — + — — — + — 698 698 698 698 — + — — — + — 698 698 698 698 — + — — — + — 698 698 697 367 — + — — — + — 367 444 444 418 — + — — — + — 418 423 423 309 — + — — — + — 309 392 392 392 — + — — — + — 392 392 392 392 — + — — — + — 392 392 392 392 — + — — — + — 392 392 362 310 — + — — — + — 310 327

| | 24 14 | | 8 | | | | | | | | 219 | | 40 | | 31 | | 33 | | | | | | 6 | | 11119 | | 1132 1208 | | 1239 1240 | | 1271 1271 | | 1271 1271 | | 1271 1271 | | 1271 1271 | | 1084 1084 | | 1056 1056 | | 1131 1131 | | 1131 1131 | | 1131 1131 | | 1131 890 | | 895

25 | | 19 41 | | 89 19 | | 16 | | | | | | 61 | | 57 20 | | 13 39 | | 103 | | | | | | 23 | | 79551 507 — + — — — + — 507 526 522 473 — + — — — + — 473 576 576 557 — + — — — + — 557 573 573 573 — + — — — + — 573 573 573 573 — + — — — + — 573 573 573 573 — + — — — + — 573 573 574 405 — + — — — + — 405 640 640 620 — + — — — + — 620 633 633 576 — + — — — + — 576 739 739 739 — + — — — + — 739 739 739 739 — + — — — + — 739 739 739 739 — + — — — + — 739 739 528 489 — + — — — + — 489 568

19 | | 8 | | 14 | | | | | | | | 108 | | 178 | | 18 | | 60 | | | | | | 16 | |

19 47 24 23 8 32 8 14 53 14 108 20 40 219 36 178 18 351 33 31 202 60 16 78 1 6 23

90 113 23 48 129 81 168

601

433

402

695

293 95 124 29

53 138

85 403

696

293

53 85 403

293

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

53 85 403

293

53 138 85 403

696

293

53 138

85 403

696

293

53 85 111

292

84 209

| | 111 | |— + — — — + — 157 — + — — — + —

| | 46 | || | 450 | || | 84 | |

— + — — — + — 293 — + — — — + —| | 209 | |

53 85 209

292 46 209

53 138 85 501

756

255

53 138

85 501

756

255

53 85 501

255

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

53 85 501

255

53 138 85 501

756

255

53 138

85 501

756

255

29 24 78 7 501

255

29 | | | |30 — + — — — + — — + — — — + —

1 | | | |114 | | | |

78 | | | |84 — + — — — + — — + — — — + —

6 | | | |

6 24 1 7

501

255

30 38 8

501

756

255

30 40 10 40 40 134

134

528

785

257

11 14 5 3 5 2 35 5 14 120

105

423

257

11 | | 2 | | 35 | | | | 120 105 | |47 35 — + — — — + — 35 46 46 46 — + — — — + — 46 46 46 11 — + — — — + — 11 11 11 11 — + — — — + — 11 131 131 19 — + — — — + — 19 33

1 | | 9 | | | | | | 7 | | 1466 | | 71 71 | | 71 71 | | 41 41 | | 147 176 | | 75

3 | | 5 | | | | 5 14 | | | |19 15 — + — — — + — 15 25 25 25 — + — — — + — 25 25 25 25 — + — — — + — 25 30 30 16 — + — — — + — 16 16 45 34 — + — — — + — 34 42

1 | | 5 | | | | | | 11 | | 8

1 14 9 1 5 5 11 423 14 7

257 8

24 35 11 448

720

272







2005 Existing Model Traffic VolumesPM Peak Hour











P101070439 November 2007

2481

3099

618

1055

1055

791

791

2789

4093

1304

188

2019

274

125

373

120

656

399

415

376

396

2304

89 176

1035

93

188 | | 120 656 | | | | 376 396 | | 932002 1773 — + — — — + — 1773 1940 2084 1428 — + — — — + — 1428 1835 1835 1614 — + — — — + — 1614 1990 1685 1242 — + — — — + — 1242 1497

41 | | 47 | | 407 221 | | 47 | | 1623598 | | 3683 4041 | | 3866 3866 | | 3930 3337 | | 3059

125 | | 274 | | 399 415 | | 176 | | 891596 1417 — + — — — + — 1417 1743 1957 1632 — + — — — + — 1632 2031 2031 1616 — + — — — + — 1616 1940 1652 1383 — + — — — + — 1383 1562

54 | | 52 325 | | | | 324 93 | | 90

5420

19 47 41 373 52 325

407

221

324 93

2304 16

2 4710

35 90

2120

2586 46

6

732

732

545

545

2559

3731

1172

1692

2050

358

1983

2426

443

93 176

83 885

885

1002

1002

331

594

263

169

258

89 2374

3242

868

1705

2066

361

56 1560

76 41 266

51 59 1715

209

30 332

81 17 51 25 14 25 44 351

534

301

701

266

19 46 165

35 63 148

21 83 6 182

2151

41 66 734

68 767

881

57 255

94 12

56 | | 51 59 | | 81 17 | | 44 | | 351 | | | | 701 266 | | 63 148 | | 6 182 | | 68 | | | | | | 767 | | 121437 1342 — + — — — + — 1342 1428 1560 1478 — + — — — + — 1478 1678 1678 1596 — + — — — + — 1596 1884 1884 1884 — + — — — + — 1884 1884 1884 1533 — + — — — + — 1533 2031 2031 1928 — + — — — + — 1928 2629 2628 1734 — + — — — + — 1734 1862 1861 1713 — + — — — + — 1713 1719 1719 1478 — + — — — + — 1478 1742 1742 1742 — + — — — + — 1742 1742 1742 1742 — + — — — + — 1742 1742 1742 1742 — + — — — + — 1742 1742 1622 828 — + — — — + — 828 841

39 | | 35 23 | | 119 65 | | 244 | | | | 498 103 | | 628 | | 65 | | 59 | | 196 | | | | | | 27 | | 12646 | | 2659 2805 | | 3140 3140 | | 3530 3530 | | 3530 3530 | | 3996 3996 | | 4464 4463 | | 3490 3489 | | 3285 3285 | | 3297 3297 | | 3297 3297 | | 3297 3297 | | 3297 2973 | | 1925

41 | | 76 30 | | 209 14 | | 25 | | | | 534 301 | | 165 | | 46 83 | | 21 66 | | 41 | | | | | | 255 | | 571209 1115 — + — — — + — 1115 1231 1245 1180 — + — — — + — 1180 1462 1462 1331 — + — — — + — 1331 1646 1646 1646 — + — — — + — 1646 1646 1646 1431 — + — — — + — 1431 1965 1965 1664 — + — — — + — 1664 1835 1835 1365 — + — — — + — 1365 1628 1628 1545 — + — — — + — 1545 1566 1566 1399 — + — — — + — 1399 1555 1555 1555 — + — — — + — 1555 1555 1555 1555 — + — — — + — 1555 1555 1555 1555 — + — — — + — 1555 1555 1351 1025 — + — — — + — 1025 1084

53 | | 40 35 | | 73 117 | | 290 | | 215 | | | | 171 305 | | 217 | | 101 | | 115 | | | | | | 71 | | 2

5315

60 35 39 266 40 35

1715 11

9 23 332 73 117 51 244 65 25 290

215

498

103

171

305 19 65 628 35 217

101

2151 19

6 59 734

115 71 881 1 27 94 2

1648

1993 34

5

1869

2297 42

8

412

792

380

713

713

274

274

389

1269 88

0

2448

3356 90

8

953

1076 12

3

1869

2296

427

2448

3356

908

1869

427

2448

908

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1869 42

7

2448 90

8

1869

2296 42

7

2448

3356 90

8

1869

2296

427

2448

3356

908

1869

427

126

2322

142

766

| | 126 | |— + — — — + — 170 — + — — — + —

| | 44 | || | 578 | || | 142 | |

— + — — — + — 408 — + — — — + —| | 266 | |

1869 42

7

266

2322 44 76

6

1869

2296 42

7

2588

3398 81

0

1869

2296

427

2588

3398

810

28 1776

65 72 280

75 2588

810

28 | | 75 | |38 3 — + — — — + — 3 164 — + — — — + —

7 | | 86 | |142 | | 322 | |

72 | | 65 | |104 5 — + — — — + — 5 158 — + — — — + —

27 | | 88 | |

2717

76 86 728

0 88

2588 81

0

1889

2264 37

5

2588

3398 81

0

1890

2265

375

2588

3398

810

107

1628

155

32 271

72 2588

810

107 | | 72 | |114 6 — + — — — + — 6 83 — + — — — + —

1 | | 5 | |165 | | 261 | |

32 | | 155 | |51 10 — + — — — + — 10 178 — + — — — + —

9 | | 13 | |

916

28 5 127

1 13

2588 81

0

1642

1927 28

5

2588

3398 81

0

1642

1926

284

53 213

160

643

643

420

420

2559

3260

701

337

1068

237

11 221

52 15 5 33 8 5 147

439

204

124

296

351

2120

88 23 649

29

337 | | 52 15 | | 147 439 | | | | 296 351 | | 291497 1152 — + — — — + — 1152 1227 1227 1200 — + — — — + — 1200 1491 1491 1052 — + — — — + — 1052 1073 1073 1015 — + — — — + — 1015 1311 978 520 — + — — — + — 520 549

8 | | 23 12 | | 144 | | 21 58 | | 107 | |1915 | | 1881 1880 | | 2135 2136 | | 1761 1761 | | 1915 1553 | | 1038

11 | | 237 8 | | 33 | | 204 124 | | 23 | | 88418 407 — + — — — + — 407 654 653 548 — + — — — + — 548 644 645 484 — + — — — + — 484 688 688 564 — + — — — + — 564 604 575 379 — + — — — + — 379 489

| | 10 97 | | 63 161 | | | | 40 173 | | 22

1068 23 8

221 10 97 5

144 12 5 63 161 21 58 40 173

2120 10

764

9 22

1091

1330 23

9

246

326 80 182

182 98 98

2293

3071 77

8







Future Year 2030 Model Traffic VolumesPM Peak Hour











P101070439 November 2007

1 3 2

1 2

| | | | | | | |2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 — + — — — + —

| | | | | | 2 | |2 | | 2 2 | | 2 2 | | 2 2 | | 1

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 1

| | | | | | | | 1

151st Street and Antioch 151st Street and SB US69 Ramps 151st Street and NB US69 Ramps 151st Street and Metcalf


Existing Model Traffic Volumes (SZ 15)PM Peak Hour

1 2 2 1

1 6 5

1 6 5

1 5

| | | | | | | | | | | | | | | | | | | | | | | | | |4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | 4 | | | | | | | | | |5 | | 5 5 | | 5 5 | | 5 5 | | 5 5 | | 5 5 | | 5 5 | | 5 5 | | 5 5 | | 4 4 | | 4 4 | | 4 4 | | 4 4 | | 4

| | | | | | | | | | | | | | | | | | | | | | | | | |1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 — + — — — + — 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4

| | | | | | | | | | | | | | | | 1 | | 4 | | | | | | | |

1 1 4 5 4

2 15 13

2 15 13

2 13

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

2 13

2 15 13



159th Street and Switzer 159th Street and Antioch 159th Street and Nall


159th Street and Driveway 159th Street and SB US69 Ramps159th Street and Lowell 159th Street and Metcalf 159th Street and West Drive159th Street and Foster159th Street and NB US69 Ramps


2 15 13

2 13

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

2 13

2 15 13

2 15 13

2 13

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

2 13

2 15 13

2 15 13

2 13

| | | |




— + — — — + — — + — — — + —| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

2 13

2 15 13

9 9 16 16

9 10 6

| | | | | | | | 9 10 | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 9 10 — + — — — + —

| | | | | | | | | || | | | | | | | 9 10 | || | | | | | | | | |

— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —| | | | | | | | | |

66 6

167th Street and Metcalf167th Street and Antioch 167th Street and Site Drive 167th Street and SB US69 Ramps 167th Street and NB US69 Ramps

November 2007

17 55 38 53 103

50

17 38 53 50

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — 2 — + — — — + — 4

| | | | | | 2 | | 4| | | | | | 43 | | 17| | | | | | | |

— + — — — + — — + — — — + — — + — — — + — 41 — + — — — + — 13| | | | | | 41 | | 13



151st Street and SB US69 Ramps 151st Street and NB US69 Ramps 151st Street and Metcalf151st Street and Antioch

17 38 41 53 4 2 50 13

17 55 38 98 163 65

5 18 13 17 55 38 4 16 12 20 56 36 7 7 111

194

83 5 17 12 14 14

5 13 17 38 4 12 20 36 7 111

83 5 12 14

| | 13 | | 38 | | 12 | | | | | | | | | | | | | | | | 5 | | | |147 147 — + — — — + — 147 160 168 168 — + — — — + — 168 207 207 207 — + — — — + — 207 219 219 219 — + — — — + — 219 219 219 219 — + — — — + — 219 219 219 219 — + — — — + — 219 219 219 — + — — — + — 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 32 — + — — — + — 32 32 27 27 — + — — — + — 27 27

| | | | 1 | | | | | | | | 219 | | 37 | | | | | | | | | | | |223 | | 241 253 | | 311 311 | | 327 327 | | 327 327 | | 327 327 | | 327 327 | | 215 215 | | 208 208 | | 208 208 | | 208 208 | | 208 208 | | 183 162 | | 148

| | 5 | | 17 | | 4 | | | | | | | | 7 | | | | | | | | 12 | | 14 | |76 76 — + — — — + — 76 81 85 85 — + — — — + — 85 104 104 104 — + — — — + — 104 108 108 108 — + — — — + — 108 108 108 108 — + — — — + — 108 108 108 108 — + — — — + — 108 108 108 — + — — — + — 178 178 171 — + — — — + — 171 171 171 171 — + — — — + — 171 171 171 171 — + — — — + — 171 171 171 171 — + — — — + — 171 171 171 151 — + — — — + — 151 151 135 121 — + — — — + — 121 121

| | | | 2 | | | | | | | | 108 | | 178 | | | | | | | | 8 | | | |

1 2

108 20 37 219 36 178

111 83 8

1 3 2

165

598

433

111

194 83 8 8

1 3 2 111

194

83

1 2 111

83

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1 2

111 83

1 3 2

111

194 83







159th Street and Nall159th Street and Switzer 159th Street and Antioch1 3 2 11

1

194

83

1 2 111

83

| | 111 | |— + — — — + — 157 — + — — — + —

| | 46 | || | 449 | || | 83 | |

— + — — — + — 292 — + — — — + —| | 209 | |

1 2

209 46

1 3 2

209

255 46

1 3 2 209

255

46

1 2 209

46

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1 2

209 46

1 3 2

209

255 46

1 3 2 209

255

46

1 2 209

46

| | | |

162nd Street and MetcalfBV School South Drive and Antioch


— + — — — + — — + — — — + —| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1 2

209 46

1 3 2

209

255 46

1 3 2 87 87 209

253

44

1 2 87 88 120

1 44

| | | | | | | | 87 88 | |— + — — — + — 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 88 88 — + — — — + —

| | 1 | | | | | | | || | 1 1 | | 1 1 | | 1 1 | | 88 88 | | 1| | | | | | | | | | 1

— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1| | | | | | | | | |

1 1 2

120 44

2 4 2

120

164 44

167th Street and NB US69 Ramps 167th Street and Metcalf167th Street and Antioch 167th Street and Site Drive 167th Street and SB US69 Ramps

November 2007

10 27 17 38 38 43 43 55 91 36

10 17 38 43 55 36

| | | | | | 43 | |1 1 — + — — — + — 1 1 — + — — — + — — + — — — + — 43 47 — + — — — + — 4

| | | | | | 47 | | 410 | | 13 16 | | 54 54 | | 97 105 | | 17

| | | | 38 | | | |9 9 — + — — — + — 9 12 16 16 — + — — — + — 16 54 54 54 — + — — — + — 54 54 58 — + — — — + — 13

| | 3 | | | | 58 | | 13




10 17 3 58 55 4 47 36 13

10 30 20 117

213 96

3 9 6 10 30 20 3 10 7 188

322

134

39 55 16 5 10 5

3 6 10 20 3 7 111

20 57 61 36 37 39 16 5 5

| | 6 | | 20 | | 7 | | | | | | 111 | | 37 | | | | | | | | 5 | | | |68 68 — + — — — + — 68 78 83 83 — + — — — + — 83 104 103 103 — + — — — + — 103 111 111 111 — + — — — + — 111 111 111 111 — + — — — + — 111 111 111 111 — + — — — + — 111 111 111 — + — — — + — 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 30 — + — — — + — 30 30 25 25 — + — — — + — 25 25

| | 4 | | 1 | | 1 | | | | | | | | | | | | | | | | 2 | | | |109 | | 125 130 | | 162 161 | | 172 172 | | 172 172 | | 172 172 | | 172 172 | | 94 94 | | 94 94 | | 94 94 | | 94 94 | | 94 93 | | 78 67 | | 67

| | 3 | | 10 | | 3 | | | | | | 61 | | 57 | | | | | | | | 5 | | | |41 41 — + — — — + — 41 47 47 47 — + — — — + — 47 58 58 58 — + — — — + — 58 61 61 61 — + — — — + — 61 61 61 61 — + — — — + — 61 61 61 61 — + — — — + — 61 61 61 — + — — — + — 57 57 57 — + — — — + — 57 57 57 57 — + — — — + — 57 57 57 57 — + — — — + — 57 57 57 57 — + — — — + — 57 57 56 48 — + — — — + — 48 48 42 42 — + — — — + — 42 42

| | 3 | | 1 | | | | | | | | | | | | | | | | | | 3 | | | |

4 3 1 1 1 20 36 39 16 3 2

4 7 3 1 2 1 1 1 20 56 36 39 55 16 3 5 2

1 2 1 39 55 16

1 1 39 16

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1 1 39 16

1 2 1 39 55 16







1 2 1 39 55 16

1 1 39 16

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1 1 39 16

1 2 1 39 55 16

1 2 1 39 55 16

1 1 39 16

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1 1 39 16

1 2 1 39 55 16

1 2 1 39 55 16

1 1 39 16

| | | |




— + — — — + — — + — — — + —| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1 1 39 16

1 2 1 39 55 16

1 2 1 5 5 39 55 16

1 1 5 5 34 16

| | | | | | | | 5 5 | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5 5 — + — — — + —

| | | | | | | | | || | | | | | | | 5 5 | || | | | | | | | | |

— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —| | | | | | | | | |

1 1 34 16

1 2 1 34 50 16


November 2007

6 8 2

6 2

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |1 | | | | | | | |

| | | | | | | |1 — + — — — + — — + — — — + — — + — — — + — — + — — — + —

1 | | | | | | | |




1 6 2

7 9 2

7 9 2 2 2

7 2 2

| | | | | | | | | | | | 2 | | | | | | | | | | | | | |— + — — — + — — + — — — + — 2 2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | 2 | | | | | | | | | | | | | | | | | | | | | |1 | | 1 1 | | 3 3 | | 3 3 | | 3 3 | | 3 3 | | 3 3 | | | | | | | | | | | | | |

| | | | | | | | | | | | | | | | | | | | | | | | | |1 1 — + — — — + — 1 1 1 — + — — — + — 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 1 | | 1 | | | | | | | | 1 | | | | | | | | | | | | | |

1 7 2 2 1 1

10 13 3 1 1

10 13 3

10 3

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 3

10 13 3







10 13 3

10 3

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 3

10 13 3

10 13 3

10 3

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 3

10 13 3

10 13 3

10 3

| | | |




— + — — — + — — + — — — + —| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 3

10 13 3

10 13 3 5 5 2 2

10 3 5 2

| | | | 5 | | | | | |1 — + — — — + — 7 7 7 — + — — — + — 7 7 7 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 — + — — — + —

1 | | 7 | | | | | | 2 | |2 | | 11 11 | | 11 11 | | 6 6 | | 4 4 | |

| | | | | | 2 | | | |1 — + — — — + — 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 2 — + — — — + — 2 2 2 — + — — — + —

1 | | 4 | | | | | | 2 | |

1 10 7 1 3 4 2 2

18 26 8 2 4 2


November 2007

5 17 12 24 88 64

5 12 24 64

| | | | | | | |20 20 — + — — — + — 20 20 23 23 — + — — — + — 23 23 23 — + — — — + — — + — — — + — 8

| | | | 23 | | | | 823 | | 23 28 | | 28 28 | | 5 5 | | 21

| | | | | | | |3 3 — + — — — + — 3 3 5 5 — + — — — + — 5 5 5 5 — + — — — + — 5 5 5 5 — + — — — + — 5 13

| | | | | | | | 8



Future Year 2030 Model Traffic Volumes (SZ 15)PM Peak Hour

5 12 23 24 8 64 8

5 17 12 23 23 32 104 72

2 17 15 5 20 15 3 3 37 116

79 4 13 9

2 15 4 1 15 3 37 79 4 9

| | | | | | | | | | | | | | 3 | | | | | | | | | | | |1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 4 4 4 — + — — — + — 4 4 4 — + — — — + — 5 5 5 — + — — — + — 5 5 5 5 — + — — — + — 5 5 5 5 — + — — — + — 5 5 3 3 — + — — — + — 3 3

| | | | | | | | | | | | | | | | 4 | | 5 | | | | | | | |11 | | 11 11 | | 12 12 | | 14 14 | | 14 14 | | 14 14 | | 14 14 | | 17 17 | | 17 17 | | 34 34 | | 34 34 | | 34 34 | | 34 29 | | 20

| | | | 1 | | | | | | | | | | | | | | | | | | | | 9 | |10 10 — + — — — + — 10 10 10 10 — + — — — + — 10 11 11 11 — + — — — + — 11 13 13 13 — + — — — + — 13 13 13 13 — + — — — + — 13 13 13 13 — + — — — + — 13 13 13 13 — + — — — + — 13 13 13 13 — + — — — + — 13 13 13 — + — — — + — 29 29 29 — + — — — + — 29 29 29 29 — + — — — + — 29 29 29 29 — + — — — + — 29 29 26 17 — + — — — + — 17 17

| | | | | | 2 | | | | | | | | | | 13 | | 29 | | | | | | | |

2 15 4 15 2 13 37 5 4 79 29 4

2 17 15 4 19 15 2 2 55 167

112 4 4

4 19 15 55 167

112

4 15 55 112

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

4 15 55 112

4 19 15 55 167

112







4 19 15 55 167

112

4 15 55 112

| | | |— + — — — + — 7 — + — — — + —

| | 7 | || | 14 | || | | |

— + — — — + — 7 — + — — — + —| | 7 | |

4 15 7 55 711

2

4 19 15 62 181

119

4 19 15 62 181

119

4 15 62 119

| | | |1 — + — — — + — — + — — — + —

1 | | | |1 | | 5 | |

| | | |— + — — — + — 5 — + — — — + —

| | 5 | |

4 1 15 5 62 119

4 25 21 62 181

119

4 24 20 62 181

119

4 20 62 119

| | | |




— + — — — + — — + — — — + —| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

4 20 62 119

4 24 20 62 181

119

4 24 20 1 5 4 16 16 187

187

46 55 9

4 20 1 4 16 187

46 9

| | 20 | | 4 | | | | 187 | |106 106 — + — — — + — 106 134 134 134 — + — — — + — 134 141 141 141 — + — — — + — 141 153 153 153 — + — — — + — 153 340 8 8 — + — — — + — 8 8

| | 8 | | 3 | | 12 | | | |114 | | 148 148 | | 157 157 | | 185 186 | | 382 20 | | 20

| | 4 | | 1 | | 16 | | | |8 8 — + — — — + — 8 14 14 14 — + — — — + — 14 16 16 16 — + — — — + — 16 32 33 33 — + — — — + — 33 42 12 12 — + — — — + — 12 12

| | 2 | | 1 | | | | 9 | |

8 2 3 1 12 9 46 9

8 10 2 3 4 1 12 12 9 9 46 55 9


November 2007

9 13 4 42 112

70

9 4 42 70

| | | | | | | |13 13 — + — — — + — 13 13 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 15 15 — + — — — + — 5

| | | | | | 15 | | 518 | | 18 23 | | 23 23 | | 23 22 | | 9

| | | | | | | |5 5 — + — — — + — 5 5 8 8 — + — — — + — 8 8 8 8 — + — — — + — 8 8 7 — + — — — + — 4

| | | | | | 7 | | 4




9 4 7 42 5 15 70 4

9 13 4 54 143 89

5 6 1 9 13 4 1 2 1 2 2 61 156

95 8 13 5

5 1 9 4 1 1 2 61 95 8 5

| | | | | | 1 | | | | | | | | 2 | | | | | | | | | | 8 | |15 15 — + — — — + — 15 15 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 17 17 17 — + — — — + — 17 17 17 17 — + — — — + — 17 17 17 17 — + — — — + — 17 17 17 17 — + — — — + — 17 19 19 19 — + — — — + — 19 19 19 — + — — — + — 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14 13 5 — + — — — + — 5 5

| | | | | | | | | | | | | | | | 19 | | 14 | | | | | | | |30 | | 30 31 | | 31 31 | | 35 35 | | 35 35 | | 35 35 | | 35 35 | | 37 37 | | 37 37 | | 32 32 | | 32 32 | | 32 32 | | 32 29 | | 15

| | | | | | 1 | | | | | | | | | | | | | | | | | | 5 | |15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 — + — — — + — 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 16 10 — + — — — + — 10 10

| | | | | | 2 | | | | | | | | | | 18 | | 18 | | | | | | 1 | |

5 1 9 4 2 18 61 14 19 95 18 1

5 6 1 9 13 4 2 2 93 225

132 1 1

9 13 4 93 225

132

9 4 93 132

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

9 4 93 132

9 13 4 93 225

132







159th Street and Nall159th Street and Switzer 159th Street and Antioch9 13 4 93 22

5

132

9 4 93 132

| | | |— + — — — + — 6 — + — — — + —

| | 6 | || | 13 | || | | |

— + — — — + — 7 — + — — — + —| | 7 | |

9 4 7 93 613

2

9 13 4

100

238

138

9 13 4 100

238

138

9 4 100

138

| | | |— + — — — + — — + — — — + —

| | | || | 2 | || | | |

— + — — — + — 2 — + — — — + —| | 2 | |

9 4 2

100

138

9 15 6

100

238

138

9 15 6 100

238

138

9 6 100

138

| | | |



— + — — — + — 2 — + — — — + — 1| | 2 | | 1| | 6 | | 2| | | |

— + — — — + — 4 — + — — — + — 1| | 4 | | 1

9 6 410

0 1 213

8 1

9 15 6

105

246

141

9 15 6 1 3 2 29 29 51 51 104

245

141

9 6 1 2 29 51 104

141

| | 6 | | 2 | | | | 51 | |9 9 — + — — — + — 9 15 15 15 — + — — — + — 15 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 69 69 — + — — — + — 3

| | | | 1 | | | | 69 | | 319 | | 35 35 | | 40 40 | | 69 69 | | 124 124 | | 10

| | 9 | | 1 | | 29 | | | |10 10 — + — — — + — 10 20 20 20 — + — — — + — 20 22 22 22 — + — — — + — 22 51 51 51 — + — — — + — 51 55 55 — + — — — + — 7

| | 1 | | 1 | | | | 4 55 | | 7

1 1 1 4 55 104 3 69 141 7

1 1 1 2 1 4 4

162

379

217


November 2007

95 95 20 20

95 20

| | | | | | | |7 — + — — — + — 3 1 1 — + — — — + — 1 3 3 3 — + — — — + — 3 3 3 3 — + — — — + — 3 3

7 | | 3 | | 2 | | | |26 | | 9 6 | | 4 3 | | 3 3 | | 3

| | | | | | | |19 — + — — — + — 6 5 1 — + — — — + — 1 1 — + — — — + — — + — — — + —

19 | | 6 4 | | | | | |




19 95 3 7 24 6 4 2 20 2

117

154 37 6 6 20 22 2

1 1 120

120

2 2 24 24 18 18

1 120

2 24 18

| | | | | | | | | | | | 2 | | | | | | | | | | | | | |7 7 — + — — — + — 7 7 7 — + — — — + — 8 8 8 — + — — — + — 8 8 8 8 — + — — — + — 8 8 8 8 — + — — — + — 8 8 8 8 — + — — — + — 8 8 8 6 — + — — — + — 6 6 6 6 — + — — — + — 6 6 6 6 — + — — — + — 6 6 6 6 — + — — — + — 6 6 6 6 — + — — — + — 6 6 6 6 — + — — — + — 6 6 5 5 — + — — — + — 5 5

| | 7 | | 8 | | | | | | | | | | | | | | | | | | | | | |25 | | 26 27 | | 26 26 | | 26 26 | | 26 26 | | 26 26 | | 26 26 | | 19 19 | | 17 17 | | 15 14 | | 14 14 | | 14 14 | | 14 12 | | 9

| | 1 | | | | | | | | | | 1 | | 2 | | 2 | | | | | | | | 3 | |18 18 — + — — — + — 18 19 20 — + — — — + — 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 18 — + — — — + — 18 18 18 13 — + — — — + — 13 13 13 11 — + — — — + — 11 11 11 9 — + — — — + — 9 9 8 8 — + — — — + — 8 8 8 8 — + — — — + — 8 8 8 8 — + — — — + — 8 8 7 4 — + — — — + — 4 4

| | 20 | | 18 | | | | | | | | 4 | | | | | | | | | | | | | |

20 120 8 7 39 18 4 24 18

148

212 64 4 4 24 24 18 18

148

148

24 24

148

24

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

148 64 24

148

212 64 24 24






159th Street and Nall159th Street and East Drive159th Street and Switzer 159th Street and Antioch


159th Street and Marty14

8

148

24 24

148

24

| | | |1 — + — — — + — 6 — + — — — + —

1 | | 6 | |2 | | 13 Zone 84 Driveway 7 | |

| | | |1 — + — — — + — 7 7 — + — — — + —

1 | | 7 7 | |

114

8 6 1 64 7 7 24

155

227 72 31 31

155

155

31 31

155

31

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

155 72 31

155

227 72 31 31

155

227

72 31 31

155

72 31

| | 72 | |




6 6 — + — — — + — 6 83 — + — — — + — 1| | 5 | | 1

14 | | 259 | | 1| | 155 Zone 85 Driveway | |

8 8 — + — — — + — 8 176 — + — — — + —| | 13 | |

5 13 31 1

5 18 13 32 32

5 5 53 214

161

65 65 32 32

5 15 5 33 8 6 147

65 32

| | 15 | | 147 65 | | | | 32 | |15 15 — + — — — + — 15 15 15 — + — — — + — 147 147 82 — + — — — + — 82 82 82 66 — + — — — + — 66 66 61 23 — + — — — + — 23 23

| | | | | | 16 | | 6 | |23 | | 23 23 | | 180 180 | | 109 109 | | 80 74 | | 27

| | 8 | | 33 | | 13 | | | |8 8 — + — — — + — 8 8 8 — + — — — + — 33 33 27 — + — — — + — 27 27 27 14 — + — — — + — 14 14 13 4 — + — — — + — 4 4

| | | | 6 | | | | 9 | |

5 13 5 6 6 16 9 6

5 18 13 5 11 6 6 6 16 16 9 15 6

167th Street and SB US69 Ramps 167th Street and NB US69 Ramps 167th Street and Metcalf167th Street and Antioch 167th Street and Site Drive

November 2007

20 20 48 48

20 48

| | | | | | | |15 15 — + — — — + — 15 15 9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9 6 6 — + — — — + — 6 6

| | | | | | | |28 | | 28 19 | | 19 19 | | 19 6 | | 6

| | | | | | | |13 13 — + — — — + — 13 13 10 10 — + — — — + — 10 10 10 10 — + — — — + — 10 10 — + — — — + —

| | | | | | | |




20 6 48 28

20 26 6 48 76 28

20 27 7 65 65 51 51 84 84 10 10 8 8 54 54

20 7 65 51 84 10 8 54

| | 7 | | | | | | 84 | | | | 10 | | 8 | | 54 | | | | | | | | | |52 52 — + — — — + — 52 60 65 65 — + — — — + — 65 65 65 — + — — — + — 244 244 244 — + — — — + — 244 244 243 159 — + — — — + — 159 159 159 159 — + — — — + — 159 159 160 132 — + — — — + — 132 132 132 124 — + — — — + — 124 124 123 69 — + — — — + — 69 69 — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 1 | | 65 | | 244 | | | | | | 18 | | | | | | | | | | | | | |139 | | 171 182 | | 182 182 | | 534 534 | | 534 532 | | 427 428 | | 321 322 | | 264 263 | | 247 246 | | 145 | | | | | | | |

| | 20 | | | | | | | | 107 | | 11 | | 8 | | 26 | | | | | | | | | |87 87 — + — — — + — 87 111 117 117 — + — — — + — 117 117 117 — + — — — + — 290 290 290 — + — — — + — 290 290 289 268 — + — — — + — 268 268 269 162 — + — — — + — 162 162 162 132 — + — — — + — 132 132 131 123 — + — — — + — 123 123 123 76 — + — — — + — 76 76 — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 4 | | 117 | | 290 | | 21 | | | | 19 | | | | 21 | | | | | | | | | |

1 4 65 75 117 51 244 65 25 290 21 19 18 21

1 5 4 65 140 75 412

792

380 21 21 19 37 18 21 21

65 140

75 21 21

65 75 21

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

65 75 21

65 140 75 21 21







65 65 21 21

65 21

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

65 75 21

65 140 75 21 21

65 140

75 21 21

65 75 21

| | 75 | |3 3 — + — — — + — 3 164 — + — — — + —

| | 86 | |8 | | 322 | |

| | 65 | |5 5 — + — — — + — 5 158 — + — — — + —

| | 88 | |

86 88 21

86 174 88 21 21

87 165

78 21 21

9 72 6 71 7 2 19

9 | | 7 2 | |




9 — + — — — + — 7 2 — + — — — + —| | | |

19 | | 13 2 | |10 | | 6 | |

10 — + — — — + — 6 — + — — — + —| | | |

72 71 19

72 143 71 19 19

72 143

71 19 19

29 37 6 3 44 24 19

29 | | 24 | | | | | | | |29 — + — — — + — 24 24 24 — + — — — + — 24 24 24 24 — + — — — + — 24 24 25 15 — + — — — + — 15 15 10 4 — + — — — + — 4 4

| | | | | | 10 | | 6 | |32 | | 30 30 | | 27 27 | | 27 28 | | 18 13 | | 7

3 | | 6 | | | | | | | |3 — + — — — + — 6 6 3 — + — — — + — 3 3 3 3 — + — — — + — 3 3 3 3 — + — — — + — 3 3 3 3 — + — — — + — 3 3

| | 3 | | | | | | | |

37 44 3 10 19 6

37 81 44 3 3 10 10 19 25 6


November 2007

34 65 31 93 195

102

34 31 93 102

| | | | | | | |4 4 — + — — — + — 4 5 — + — — — + — — + — — — + — — + — — — + — 7

| | 1 | | | | | | 75 | | 12 11 | | 3 3 | | 3 3 | | 21

| | | | | | | |1 1 — + — — — + — 1 7 11 3 — + — — — + — 3 3 3 3 — + — — — + — 3 3 3 — + — — — + — 14

| | 6 8 | | | | 3 | | 14




34 1 31 6 8 3 93 7

102 14

35 72 37 8 8

103

219

116

18 36 18 34 72 38 5 13 8 91 91 326

326

19 54 35 4 9 5 126

268

142

21 95 74

18 18 34 38 5 8 91 326

19 35 4 5 126

142

21 74

| | 18 | | 38 | | 8 | | | | | | 326 | | 4 | | | | | | | | | | 21 | |182 182 — + — — — + — 182 208 216 216 — + — — — + — 216 257 257 257 — + — — — + — 257 284 283 283 — + — — — + — 283 283 283 283 — + — — — + — 283 303 302 302 — + — — — + — 302 628 626 — + — — — + — 65 65 61 — + — — — + — 61 61 61 61 — + — — — + — 61 61 61 61 — + — — — + — 61 61 61 61 — + — — — + — 61 61 61 61 — + — — — + — 61 61 52 29 — + — — — + — 29 29

| | 8 | | 3 | | 19 | | | | 20 | | 626 | | 65 | | | | | | | | | | 2 | |264 | | 313 327 | | 413 414 | | 465 464 | | 464 464 | | 575 573 | | 933 931 | | 282 282 | | 273 273 | | 273 273 | | 273 273 | | 273 273 | | 273 249 | | 147

| | 18 | | 34 | | 5 | | | | 91 | | | | 5 | | | | | | | | | | 74 | |82 82 — + — — — + — 82 105 111 111 — + — — — + — 111 156 157 157 — + — — — + — 157 181 181 181 — + — — — + — 181 181 181 181 — + — — — + — 181 272 271 271 — + — — — + — 271 305 305 — + — — — + — 217 217 212 — + — — — + — 212 212 212 212 — + — — — + — 212 212 212 212 — + — — — + — 212 212 212 212 — + — — — + — 212 212 212 212 — + — — — + — 212 212 197 118 — + — — — + — 118 118

| | 5 | | 11 | | 19 | | | | | | 34 305 | | 217 | | | | | | | | | | 5 | |

8 5 3 11 19 19 20 34 305 19 65 626 35 217

126

142 5 2

8 13 5 3 14 11 19 38 19 20 20 34 34 389

1267 87

8

126

268

142 5 7 2

3 14 11 126

268

142

3 11 126

142

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

3 11 126

142

3 14 11 126

268

142







3 14 11 126

268

142

1 2 1 10 126

142

1 | | 126 | |1 — + — — — + — 170 — + — — — + —

| | 44 | |2 | | 578 | |

1 | | 142 | |1 — + — — — + — 408 — + — — — + —

| | 266 | |

2 10 266 44

2 12 10 266

310 44

2 12 10 266

310

44

2 10 266

44

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

2 10 266 44

2 12 10 266

310 44

2 12 10 265

309

44

2 6 4 7 254

4 7 35 2

| | 4 7 | | 2




— + — — — + — 4 7 — + — — — + — 2| | | || | 4 14 | | 6| | 7 | | 4

— + — — — + — 7 — + — — — + — 4| | | |

2 6

254 35

2 8 6

254

289 35

2 8 6 7 7 253

287

34

2 6 7 70 170

13 2 27 5

| | | | 7 | | | | 70 | | 5— + — — — + — 58 58 — + — — — + — 58 70 70 70 — + — — — + — 70 70 70 70 — + — — — + — 70 70 70 — + — — — + — 5

| | | | 5 | | | | | || | 58 | | 72 72 | | 72 72 | | 72 72 | | 18| | | | | | | | 2 | | 13

— + — — — + — — + — — — + — 2 2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 — + — — — + — 13| | | | 2 | | | | | |

2 6 5 2

170 27

2 8 6 5 7 2

170

197 27


November 2007

26 37 11 70 118

48

15 11 11 70 48

| | | | | | | |1 1 — + — — — + — 1 1 4 4 — + — — — + — 4 4 4 — + — — — + — — + — — — + — 3

| | | | 4 | | | | 38 | | 19 20 | | 20 20 | | 16 16 | | 11

| | 11 | | | | | |7 7 — + — — — + — 7 18 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 — + — — — + — 8

| | | | | | 16 | | 8




15 11 4 16 70 3 48 8

15 26 11 4 4 89 145 56

8 14 6 15 30 15 2 6 4 47 47 116

116

331

594

263

28 28 16 24 8

8 6 15 15 2 4 47 116

266

19 46 165

35 63 28 16 8

| | 6 | | 15 | | 4 | | | | | | 116 266 | | 63 | | | | | | | | | | 16 | |80 80 — + — — — + — 80 90 92 92 — + — — — + — 92 120 120 120 — + — — — + — 120 134 133 133 — + — — — + — 133 133 133 133 — + — — — + — 133 150 150 150 — + — — — + — 150 266 266 — + — — — + — 63 63 63 — + — — — + — 63 63 63 51 — + — — — + — 51 51 51 51 — + — — — + — 51 51 51 51 — + — — — + — 51 51 51 51 — + — — — + — 51 51 41 23 — + — — — + — 23 23

| | 4 | | 13 | | 10 | | | | 17 | | | | | | 12 | | | | | | | | 2 | |124 | | 147 151 | | 200 200 | | 227 226 | | 226 226 | | 290 290 | | 431 431 | | 109 109 | | 109 109 | | 97 97 | | 97 97 | | 97 97 | | 97 81 | | 52

| | 8 | | 15 | | 2 | | | | 47 | | 165 | | 46 | | | | | | | | | | 8 | |44 44 — + — — — + — 44 57 59 59 — + — — — + — 59 80 80 80 — + — — — + — 80 93 93 93 — + — — — + — 93 93 93 93 — + — — — + — 93 140 140 140 — + — — — + — 140 165 165 — + — — — + — 46 46 46 — + — — — + — 46 46 46 46 — + — — — + — 46 46 46 46 — + — — — + — 46 46 46 46 — + — — — + — 46 46 46 46 — + — — — + — 46 46 40 29 — + — — — + — 29 29

| | 5 | | 6 | | 11 | | | | | | 25 | | | | | | | | | | | | 3 | |

4 5 13 6 10 11 17 25 19 35 28 12 3 2

4 9 5 13 19 6 10 21 11 17 17 25 25 19 54 35 28 40 12 3 5 2

13 19 6 29 42 13

13 6 29 13

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

13 6 29 13

13 19 6 29 42 13







159th Street and Nall159th Street and Switzer 159th Street and Antioch13 19 6 29 42 13

13 6 29 13

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

13 6 29 13

13 19 6 29 42 13

13 19 6 29 42 13

13 6 29 13

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

13 6 29 13

13 19 6 29 42 13

13 19 6 29 42 13

1 12 1 5 2 27 3 10

1 | | 2 | |



1 — + — — — + — 2 — + — — — + —| | | |

2 | | 5 | |1 | | 3 | |

1 — + — — — + — 3 — + — — — + —| | | |

12 5 27 10

12 17 5 27 37 10

7 7 2 2 1 1 27 37 10

1 6 2 1 24 3 8 2

1 | | | | 2 | | | | | | 21 — + — — — + — — + — — — + — 2 2 — + — — — + — — + — — — + — — + — — — + — 2

| | | | 2 | | | | | |1 | | | | 3 3 | | 1 1 | | | | 5

| | | | | | 1 | | | | 3— + — — — + — — + — — — + — 1 1 1 — + — — — + — 1 1 1 — + — — — + — — + — — — + — 3

| | | | 1 | | | | | |

6 2 1 24 8

6 6 2 3 1 24 32 8


November 2007

4 8 4 2 2 82 196

114

2 2 4 2 82 114

| | | | | | | |14 14 — + — — — + — 14 14 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 25 — + — — — + — 6

| | | | | | 25 | | 628 | | 30 45 | | 47 46 | | 46 50 | | 18

| | 2 | | 2 | | | |14 14 — + — — — + — 14 16 24 24 — + — — — + — 24 26 25 25 — + — — — + — 25 25 25 — + — — — + — 12

| | | | | | 25 | | 12




2 4 25 82 6 25 114 12

2 6 4

113

264

151

2 4 2 4 8 4 2 2 22 22 52 52 131

195

64 49 131

82 11 11

2 2 4 4 2 22 52 115

16 64 49 50 32 11

| | 2 | | 4 | | 2 | | | | | | 52 | | 115 | | | | 32 | | | | | | 11 | |30 30 — + — — — + — 30 34 37 37 — + — — — + — 37 46 46 46 — + — — — + — 46 54 54 54 — + — — — + — 54 54 54 54 — + — — — + — 54 62 62 62 — + — — — + — 62 114 115 115 — + — — — + — 115 115 115 — + — — — + — — + — — — + — 32 32 32 — + — — — + — 32 32 32 32 — + — — — + — 32 32 32 32 — + — — — + — 32 32 27 15 — + — — — + — 15 15

| | 2 | | 5 | | 6 | | | | 8 | | | | | | | | | | | | | | 1 | |46 | | 55 61 | | 76 76 | | 90 90 | | 90 90 | | 120 120 | | 178 179 | | 179 179 | | 16 16 | | 48 48 | | 48 48 | | 48 48 | | 48 39 | | 25

| | 2 | | 4 | | | | | | 22 | | | | 64 | | 16 | | | | | | | | | |16 16 — + — — — + — 16 21 24 24 — + — — — + — 24 30 30 30 — + — — — + — 30 36 36 36 — + — — — + — 36 36 36 36 — + — — — + — 36 58 58 58 — + — — — + — 58 64 64 64 — + — — — + — 64 64 64 — + — — — + — 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 12 10 — + — — — + — 10 10

| | 3 | | 2 | | 6 | | | | | | 6 | | | | | | | | | | | | 2 | |

2 3 5 2 6 6 8 6 49 50 2 1

2 5 3 5 7 2 6 12 6 8 8 6 6 49 99 50 2 3 1

5 7 2 49 99 50

5 2 49 50

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5 2 49 50

5 7 2 49 99 50







5 7 2 49 99 50

5 2 9 40 14 36

| | 9 | |— + — — — + — 9 — + — — — + —

| | | || | 23 | || | 14 | |

— + — — — + — 14 — + — — — + —| | | |

5 2 40 36

5 7 2 40 76 36

5 7 2 40 76 36

5 2 40 36

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5 2 40 36

5 7 2 40 76 36

5 7 2 40 76 36

2 3 1 1 40 36

2 | | 1 | |




2 — + — — — + — 1 — + — — — + —| | | |

2 | | 1 | || | | |

— + — — — + — — + — — — + —| | | |

3 1 40 36

3 4 1 40 76 36

3 4 1 2 2 38 68 30

3 1 2 5 30 3 2 25 3

| | | | 2 | | | | 5 | | 32 2 — + — — — + — 2 2 2 2 — + — — — + — 2 5 5 5 — + — — — + — 5 5 5 5 — + — — — + — 5 5 5 — + — — — + — 3

| | | | 1 | | | | | |3 | | 3 3 | | 7 7 | | 7 7 | | 7 7 | | 6

| | | | | | | | 2 | | 31 1 — + — — — + — 1 1 1 1 — + — — — + — 1 2 2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 2 2 — + — — — + — 3

| | | | 1 | | | | | |

3 1 1 1 30 25

3 4 1 1 2 1 30 55 25


November 2007

33 41 8 32 37 5

33 8 32 5

| | | | | | | |3 — + — — — + — 1 — + — — — + — 2 2 2 — + — — — + — 2 2 2 2 — + — — — + — 2 6

3 | | 1 | | 2 | | | | 43 | | 3 3 | | 2 2 | | 4 2 | | 6

| | | | | | | |— + — — — + — 2 3 — + — — — + — — + — — — + — 2 — + — — — + —

| | 2 3 | | | | 2 | |




33 1 3 8 2 3 2 2 32 4 5

34 47 13 5 5 2 2 36 41 5

19 21 2 35 49 14 2 3 1 1 1 40 47 7 22 25 3

19 2 35 14 2 1 1 40 7 22 3

| | | | | | | | | | | | 2 | | | | 1 | | | | | | | | | |3 3 — + — — — + — 3 3 3 — + — — — + — — + — — — + — — + — — — + — — + — — — + — 2 2 2 — + — — — + — 2 2 2 — + — — — + — — + — — — + — 1 1 — + — — — + — 3 3 3 — + — — — + — 3 3 3 3 — + — — — + — 3 3 3 3 — + — — — + — 3 3 2 2 — + — — — + — 2 2

| | 3 | | | | | | | | 2 | | | | | | 1 | | 3 | | | | | | | |3 | | 3 3 | | | | | | | | 2 2 | | 3 3 | | | | 1 1 | | 4 4 | | 4 4 | | 4 4 | | 4 3 | | 3

| | | | | | | | | | | | 1 | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 1 1 — + — — — + — — + — — — + — — + — — — + — 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1 1 1 — + — — — + — 1 1

| | | | | | | | | | | | 1 | | | | | | 1 | | | | | | | |

19 2 35 3 14 2 1 40 3 1 7 1 22 3

19 21 2 35 52 17 2 2 1 1 43 52 9 22 25 3

35 52 17 43 52 9

35 17 43 9

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

35 17 43 9

35 52 17 43 52 9







159th Street and Nall159th Street and Switzer 159th Street and Antioch

35 52 17 42 51 9

35 17 42 9

| | | |— + — — — + — 2 — + — — — + —

| | 2 | || | 7 | || | | |

— + — — — + — 5 — + — — — + —| | 5 | |

35 17 5 42 2 9

35 52 17 47 58 11

35 52 17 47 58 11

35 17 47 11

| | | |— + — — — + — 3 — + — — — + —

| | 3 | |1 | | 7 | |

| | | |1 — + — — — + — 4 — + — — — + —

1 | | 4 | |

1 35 3 17 4 47 11

39 60 21 47 58 11

39 60 21 47 58 11

39 21 47 11

| | | |



— + — — — + — — + — — — + —| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

39 21 47 11

39 60 21 47 58 11

39 60 21 5 5 64 64 27 27 47 58 11

39 21 5 64 27 47 11

| | | | 64 | | | | 47 | |12 12 — + — — — + — 12 12 12 — + — — — + — 144 144 80 — + — — — + — 80 80 80 78 — + — — — + — 78 78 75 26 — + — — — + — 26 26

| | 12 | | 144 | | 2 | | 2 | |70 | | 109 109 | | 207 207 | | 137 137 | | 108 103 | | 34

| | 39 | | | | 27 | | 11 | |58 58 — + — — — + — 58 97 97 — + — — — + — 63 63 57 — + — — — + — 57 57 57 30 — + — — — + — 30 30 28 8 — + — — — + — 8 8

| | 97 | | 63 6 | | | | 9 | |

21 97 144 12 5 63 6 2 9 2

21 21 241

321 80 6 6 2 2 9 11 2


November 2007

150

352

202

550

1309

758

150

202

529

22 739

20

| | | | | | | | 20250 185 — + — — — + — 185 252 216 216 — + — — — + — 216 216 216 216 — + — — — + — 216 216 216 216 — + — — — + — 216 235

65 | | 67 | | | | | |429 | | 429 378 | | 378 378 | | 378 378 | | 420

| | | | | | | | 22179 112 — + — — — + — 112 177 163 163 — + — — — + — 163 163 163 163 — + — — — + — 163 163 163 163 — + — — — + — 163 184

67 | | 65 | | | | | |

67 150 67 65 202 65 529

739

285

616

331

529

1267 73

9

132

292

160

285

616

331

452

452

557

557

67 117

50 86 150

64 758

1725

967

20 41 22

23 109

34 126

183

102

129

203

281

171

321

236

48 19 36 14 38 48 29 36 314

379

65 318

590

60 20 22

| | 126 | | 203 | | | | 281 | | | | 236 48 | | 14 38 | | 36 314 | | 60 | | | | | | 20 | |472 472 — + — — — + — 472 603 603 467 — + — — — + — 467 751 751 644 — + — — — + — 644 900 900 793 — + — — — + — 793 1056 1056 774 — + — — — + — 774 869 869 775 — + — — — + — 775 1011 1011 773 — + — — — + — 773 878 878 602 — + — — — + — 602 638 638 157 — + — — — + — 157 313 313 313 — + — — — + — 313 313 313 313 — + — — — + — 313 313 313 313 — + — — — + — 313 313 313 293 — + — — — + — 293 293

| | 4 136 | | 82 107 | | 256 107 | | 262 | | 95 94 | | 190 | | 90 238 | | 166 | | 96 | | | | | | | |836 | | 1079 1079 | | 1232 1232 | | 1593 1593 | | 1983 1983 | | 1860 1860 | | 1747 1747 | | 1620 1620 | | 1249 1249 | | 742 742 | | 742 742 | | 742 742 | | 742 742 | | 701

| | 109 | | 102 | | | | | | 171 321 | | 36 | | 19 29 | | 48 318 | | 65 | | | | | | 22 | |364 364 — + — — — + — 364 476 476 326 — + — — — + — 326 480 480 405 — + — — — + — 405 693 693 627 — + — — — + — 627 927 927 820 — + — — — + — 820 991 991 670 — + — — — + — 670 736 736 580 — + — — — + — 580 742 742 563 — + — — — + — 563 611 611 199 — + — — — + — 199 429 429 429 — + — — — + — 429 429 429 429 — + — — — + — 429 429 429 429 — + — — — + — 429 429 429 407 — + — — — + — 407 407

| | 4 151 | | 53 75 | | 288 66 | | 300 107 | | | | 66 120 | | 143 150 | | 94 | | 165 | | | | | | | |

23 4 34 4

151

183 82 136

129 53 75 256

107

288 66 262

107

300

107 95 94 66 120 90 190

143

150

238 94 379 96 166

590

165

28 66 38 416

733

317

331

726

395

328

735

407

202

202

160

160

210

543

333

150

388

238

569

1490 92

1

416

733

317

555

1476

921

416

263

54 555

921

| | 54 | |— + — — — + — 54 — + — — — + —

| | | || | 54 | || | | |

— + — — — + — — + — — — + —| | | |

416

263

555

921

416

679

263

555

1476 92

1

416

679

263

555

1476

921

254

161

199

65 189

366

274

647

| | 65 189 | |— + — — — + — 204 316 — + — — — + —

| | 139 127 | || | 487 746 | || | 161 274 | |

— + — — — + — 283 430 — + — — — + —| | 122 157 | |

254

139

199

122

157

366

127

647

394

714

320

523

1297 77

4

394

714

320

523

1297

774

394

298

23 523

774

| | 23 | |— + — — — + — 23 — + — — — + —

| | | || | 23 | || | | |

— + — — — + — — + — — — + —| | | |

394

298

523

774

394

691

298

523

1297 77

4

394

691

298

523

1297

774

270

124

252

46 37 487

125

649

| | 46 37 | |— + — — — + — 73 81 — + — — — + —

| | 27 44 | || | 225 245 | || | 124 125 | |

— + — — — + — 152 164 — + — — — + —| | 29 39 | |

270 27 252 29 39 487 44 649

297

578

281

526

1219 69

4

297

578

281

121

360

239

362

362

435

435

526

1219

694

32 151

114

28 114

138

18 103

33 206

267

94 150

285

98 371

57 62 595

37

32 | | 138 18 | | 206 267 | | | | 285 98 | | 37231 190 — + — — — + — 190 397 397 361 — + — — — + — 361 790 788 520 — + — — — + — 520 607 607 534 — + — — — + — 534 819 502 91 — + — — — + — 91 142

9 | | 69 18 | | 224 | | 87 73 | | 313 | | 14401 | | 670 670 | | 1228 1228 | | 1101 1101 | | 1192 804 | | 335

28 | | 114 33 | | 103 | | 94 150 | | 62 | | 57169 125 — + — — — + — 125 273 273 208 — + — — — + — 208 438 440 399 — + — — — + — 399 493 493 344 — + — — — + — 344 372 302 99 — + — — — + — 99 193

16 | | 34 32 | | 127 41 | | | | 29 141 | | 37

16 151 69 9

114 34 32 224 18 127 41 87 73 29 141

371 14 313

595 37

236

393

157

256

401

145

128

128

102

102

526

1471 94

5













2030 Combined Trips for All ZonesInbound






P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | | | | | | |

5% 5% 5% 5%

15%

15% 5% 5%

5% 5% 15%

15%

5% 5%

5% 15%

2% 3%

| | | | | | | | | | | | | | | | 2% | | | | | | | | | |— + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 3% — + — — — + — 3% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | 5% | | | | | | | | | | | | | | 2% | | | | | | | |10% | | 15% 15% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | 5% | | | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 15% | | | | | | | | | | | | | | | | | | | | | | | |

15%

15% 5% 3% 2%

35%

35% 5% 5%

35%

35%

5% 5%

35%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

35% 5%

35%

35% 5% 5%

35%

35%

5% 5%

30%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | 5% | || | 5% | |

— + — — — + — 5% — + — — — + —| | | |

30% 5%

30%

30% 5% 5%

30%

30%

5% 5%

30%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

30% 5%

30%

30% 5% 5%

30%

30%

5% 5%

30%

5%

| | | |— + — — — + — — + — — — + —

| | | || | 37% | || | 30% | |

— + — — — + — 37% — + — — — + —| | 7% | |

7% 5%

7% 7% 5% 5%

7% 7% 58%

58%

30%

30%

5% 5%

2% 5% 8% 50%

30%

5%

| | 5% | | 50% 30% | | | | 5% | |— + — — — + — 5% 5% 5% — + — — — + — 5% 55% 55% 25% — + — — — + — 25% 25% 25% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | | | 10% | | 5% | |5% | | 13% 13% | | 55% 55% | | 25% 25% | | 15% 15% | | 5%

| | 8% | | | | | | | |5% 5% — + — — — + — 5% 8% 8% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 3% | | | | | | | |

2% 3% 10% 5%

5% 5% 10%

10% 5% 5%







2030 Trip Distribution for Zone 84Inbound











P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | |

5% 5% 5% 5%

15%

15% 5% 5%

5% 5% 15%

15%

5% 5%

5% 15%

2% 3%

| | 5% | | | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 15% | | | | | | | | | | | | | | | | | | | | | | | |10% | | 15% 15% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | | | | | | | 2% | | | | | | | | | |— + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 3% — + — — — + — 3% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | 5% | | | | | | | | | | | | | | 2% | | | | | | | |

15%

15% 5% 3% 2%

35%

35% 5% 5%

35%

35%

5% 5%

35%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

35% 5%

35%

35% 5% 5%

35%

35%

5% 5%

30%

5% 5%

| | 5% | |— + — — — + — 5% — + — — — + —

| | | || | 5% | || | | |

— + — — — + — — + — — — + —| | | |

30% 5%

30%

30% 5% 5%

30%

30%

5% 5%

20%

10%

5%

| | 10% | |— + — — — + — 10% — + — — — + —

| | | || | 10% | || | | |

— + — — — + — — + — — — + —| | | |

20% 5%

20%

20% 5% 5%

20%

20%

5% 5%

20%

5%

| | 20% | |— + — — — + — 32% — + — — — + —

| | 12% | || | 32% | || | | |

— + — — — + — — + — — — + —| | | |

12% 5%

12%

12% 5% 5%

12%

12%

53%

53%

30%

30%

5% 5%

2% 10%

8% 45%

30%

5%

| | 8% | | | | | | | |5% 5% — + — — — + — 5% 8% 8% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 3% | | | | | | | |5% | | 18% 18% | | 55% 55% | | 45% 45% | | 15% 15% | | 5%

| | 10% | | 45% | | 30% | | 5% | |— + — — — + — 10% 10% 10% — + — — — + — 10% 55% 55% 45% — + — — — + — 45% 45% 45% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | 10% | | | | 5% | |

2% 3% 10% 5%

5% 5% 10%

10% 5% 5%















2030 Trip Distribution for Zone 84Outbound



P101070439 November 2007

21 32 11 21 32 11

21 11 21 11

| | | | | | | |11 — + — — — + — 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21

11 | | 21 | | | | | |32 | | 32 32 | | 32 32 | | 32 32 | | 32

| | | | | | | |21 — + — — — + — 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11

21 | | 11 | | | | | |

21 21 21 11 11 11 21 11

62 96 34 21 32 11

21 32 11 62 96 34 21 32 11

21 11 62 34 8 12 5 7

| | 11 | | | | | | | | | | | | | | 8 | | | | | | | | | |23 23 — + — — — + — 23 34 34 — + — — — + — 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 12 — + — — — + — 12 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21 21 21 — + — — — + — 21 21

| | 34 | | 21 | | | | | | | | | | | | | | 8 | | | | | | | |64 | | 96 96 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32

| | 21 | | | | | | | | | | | | | | 5 | | | | | | | | | |41 41 — + — — — + — 41 62 62 — + — — — + — 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 7 — + — — — + — 7 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11 11 11 — + — — — + — 11 11

| | 62 | | 11 | | | | | | | | | | | | | | 5 | | | | | | | |

62 62 21 34 34 11 12 8 7 5

144

224 80 21 32 11

144

224

80 21 32 11

144

80 21 11

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

144 80 21 11

144

224 80 21 32 11

144

224

80 21 32 11

124

21 68 11 21 11

| | 11 | |— + — — — + — 11 — + — — — + —

| | | || | 32 | || | 21 | |

— + — — — + — 21 — + — — — + —| | | |

124 68 21 11

124

192 68 21 32 11

124

192

68 21 32 11

124

46 23 21 11

| | 23 | |— + — — — + — 23 — + — — — + —

| | | || | 23 | || | | |

— + — — — + — — + — — — + —| | | |

124 46 21 11

124

169 46 21 32 11

124

169

46 21 32 11

124

46 21 11

| | 46 | |— + — — — + — 73 — + — — — + —

| | 27 | || | 225 | || | 124 | |

— + — — — + — 152 — + — — — + —| | 29 | |

27 29 21 11

27 56 29 21 32 11

27 56 29 121

360

239

124

124

68 68 21 32 11

5 23 8 21 18 103

33 206

124

68 21 11

| | 21 18 | | 206 124 | | | | 21 | |11 11 — + — — — + — 11 39 39 21 — + — — — + — 21 227 227 103 — + — — — + — 103 103 103 62 — + — — — + — 62 62 62 21 — + — — — + — 21 21

| | 7 | | | | 41 | | 21 | |32 | | 95 95 | | 352 352 | | 206 206 | | 96 96 | | 32

| | 23 33 | | 103 | | 68 | | 11 | |21 21 — + — — — + — 21 56 56 23 — + — — — + — 23 125 125 103 — + — — — + — 103 103 103 34 — + — — — + — 34 34 34 11 — + — — — + — 11 11

| | 12 | | 23 | | | | 11 | |

5 7 8 12 23 41 11 21

11 32 21 23 23 41 41 11 32 21




2030 Trips for Zone 84Outbound















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | | | | | | |

5% 5% 5% 5%

15%

15% 5% 5%

5% 5% 15%

15%

30%

30%

5% 5%

5% 10%

5% 30%

5%

| | | | | | | | 30% | | | | | | | | 5% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — 25% 25% 25% — + — — — + — 25% 53% 53% 23% — + — — — + — 23% 23% 23% 13% — + — — — + — 13% 13% 13% 13% — + — — — + — 13% 13% 13% 13% — + — — — + — 13% 13% 13% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | 25% | | 28% | | 10% | | | | | | 3% | | | | | | | | | |10% | | 15% 15% | | 15% 15% | | 32% 32% | | 53% 53% | | 23% 23% | | 13% 13% | | 13% 13% | | 13% 13% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | 5% | | 5% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% 10% — + — — — + — 10% 15% 15% 7% — + — — — + — 7% 7% 7% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 5% | | 8% | | 7% | | | | | | | | | | | | | | | | | | | |

5% 10% 8% 25% 7% 28%

10% 3%

15%

15%

33%

33%

35%

35%

10%

10% 3% 3%

15%

15%

3% 3%

15%

3%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 3%

15%

15% 3% 3%

15%

15%

3% 3%

15%

3%

| | | |— + — — — + — — + — — — + —

| | | || | 28% | || | 15% | |

— + — — — + — 28% — + — — — + —| | 13% | |

13% 3%

13%

13% 3% 3%

13%

13%

3% 3%

13%

3%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

13% 3%

13%

13% 3% 3%

13%

13%

3% 3%

13%

3%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

13% 3%

13%

13% 3% 3%

13%

13%

3% 3%

3% 5% 5% 3%

| | 5% | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 7% 7% 5% — + — — — + — 5% 5%

| | | | | | | | 2% | |5% | | 7% 7% | | 7% 7% | | 7% 7% | | 7% 7% | | 5%

3% | | | | | | | | | |5% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |

5% 2% 3%

5% 5% 5% 5%















2030 Trip Distribution for Zone 85Inbound



P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | |

5% 5% 5% 5%

15%

15% 5% 5%

5% 5% 15%

15%

30%

30%

5% 5%

5% 5% 10%

30%

5%

| | 5% | | 10% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% 10% — + — — — + — 10% 20% 20% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 5% | | 10% | | 10% | | | | | | | | | | | | | | | | | | | |10% | | 15% 15% | | 20% 20% | | 35% 35% | | 53% 53% | | 43% 43% | | 13% 13% | | 13% 13% | | 13% 13% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | 30% | | | | | | 5% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — 25% 25% 25% — + — — — + — 25% 53% 53% 43% — + — — — + — 43% 43% 43% 13% — + — — — + — 13% 13% 13% 13% — + — — — + — 13% 13% 13% 13% — + — — — + — 13% 13% 13% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | 25% | | 28% 10% | | | | | | | | 3% | | | | | | | | | |

5% 5% 10%

25%

10%

28%

10% 3%

10%

10%

35%

35%

38%

38%

10%

10% 3% 3%

10%

10%

3% 3%

5% 5% 3%

| | 5% | |— + — — — + — 5% — + — — — + —

| | | || | 5% | || | | |

— + — — — + — — + — — — + —| | | |

5% 3%

5% 5% 3% 3%

5% 5% 3% 3%

5% 3%

| | 5% | |— + — — — + — 18% — + — — — + —

| | 13% | || | 18% | || | | |

— + — — — + — — + — — — + —| | | |

13% 3%

13%

13% 3% 3%

13%

13%

3% 3%

13%

3%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

13% 3%

13%

13% 3% 3%

13%

13%

3% 3%

13%

3%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

13% 3%

13%

13% 3% 3%

13%

13%

3% 3%

3% 5% 5% 3%

3% | | | | | | | | | |5% 2% — + — — — + — 2% 2% 2% 2% — + — — — + — 2% 2% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |5% | | 7% 7% | | 7% 7% | | 7% 7% | | 7% 7% | | 5%

| | 5% | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 7% 7% — + — — — + — 7% 7% 7% 7% — + — — — + — 7% 7% 7% 5% — + — — — + — 5% 5%

| | | | | | | | 2% | |

5% 2% 3%

5% 5% 5% 5%







2030 Trip Distribution for Zone 85Outbound











P101070439 November 2007

47 100

54 47 100

54

47 54 47 54

| | | | | | | |54 — + — — — + — 47 47 47 — + — — — + — 47 47 47 47 — + — — — + — 47 47 47 47 — + — — — + — 47 47

54 | | 47 | | | | | |100 | | 100 100 | | 100 100 | | 100 100 | | 100

| | | | | | | |47 — + — — — + — 54 54 54 — + — — — + — 54 54 54 54 — + — — — + — 54 54 54 54 — + — — — + — 54 54

47 | | 54 | | | | | |

47 47 47 54 54 54 47 54

141

301

161 47 100 54

47 100

54 141

301

161

281

281

321

321

47 100

54

47 54 94 47 54 107

281

321

47 54

| | 54 | | 107 | | | | 281 | | | | | | | | 47 | | | | | | | | | |107 107 — + — — — + — 107 161 161 107 — + — — — + — 107 214 214 107 — + — — — + — 107 341 341 234 — + — — — + — 234 497 497 216 — + — — — + — 216 216 216 122 — + — — — + — 122 122 122 122 — + — — — + — 122 122 122 122 — + — — — + — 122 122 122 47 — + — — — + — 47 47 47 47 — + — — — + — 47 47 47 47 — + — — — + — 47 47 47 47 — + — — — + — 47 47 47 47 — + — — — + — 47 47

| | 54 | | 107 | | 234 107 | | 262 | | 94 | | | | | | 28 | | | | | | | | | |201 | | 301 301 | | 355 355 | | 675 675 | | 1064 1064 | | 676 676 | | 261 261 | | 261 261 | | 261 261 | | 100 100 | | 100 100 | | 100 100 | | 100 100 | | 100

| | 47 | | 47 | | | | | | 321 | | | | | | 54 | | | | | | | | | |94 94 — + — — — + — 94 141 141 94 — + — — — + — 94 141 141 66 — + — — — + — 66 333 333 268 — + — — — + — 268 568 568 461 — + — — — + — 461 461 461 139 — + — — — + — 139 139 139 139 — + — — — + — 139 139 139 139 — + — — — + — 139 139 139 54 — + — — — + — 54 54 54 54 — + — — — + — 54 54 54 54 — + — — — + — 54 54 54 54 — + — — — + — 54 54 54 54 — + — — — + — 54 54

| | 47 | | 75 | | 268 66 | | 300 107 | | | | | | | | 32 | | | | | | | | | |

47 94 54 54 75 234

107

268 66 262

107

300

107 94 32 28

141

248

107

309

684

375

328

735

407

107

107 94 94 32 60 28

141

248

107

32 60 28

141

54 54 32 28

| | 54 | |— + — — — + — 54 — + — — — + —

| | | || | 54 | || | | |

— + — — — + — — + — — — + —| | | |

141 54 32 28

141

194 54 32 60 28

141

194

54 32 60 28

141

54 32 28

| | 54 | |— + — — — + — 193 — + — — — + —

| | 139 | || | 455 | || | 141 | |

— + — — — + — 262 — + — — — + —| | 122 | |

139

122 32 28

139

261

122 32 60 28

139

261

122

32 60 28

139

122

32 28

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

139

122 32 28

139

261

122 32 60 28

139

261

122

32 60 28

139

122

32 28

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

139

122 32 28

139

261

122 32 60 28

139

261

122

32 60 28

32 54 54 28 47 47 32 28

32 | | 47 | | | | | | | |54 21 — + — — — + — 21 68 68 68 — + — — — + — 68 68 66 66 — + — — — + — 66 66 66 66 — + — — — + — 66 66 66 47 — + — — — + — 47 47

| | | | | | | | 19 | |100 | | 141 141 | | 141 141 | | 141 141 | | 141 141 | | 100

28 | | 54 | | | | | | | |47 19 — + — — — + — 19 72 72 72 — + — — — + — 72 72 75 75 — + — — — + — 75 75 75 75 — + — — — + — 75 75 75 54 — + — — — + — 54 54

| | | | | | | | 21 | |

54 47 21 32 19 28

54 100 47 54 100 47













2030 Trips for Zone 85






P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | || | | | | | | || | | | | | | |

— + — — — + — — + — — — + — — + — — — + — — + — — — + —| | | | | | | |

5% 5%

5% 5% 5% 5%

10%

10%

5% 5% 5% 5%

10%

5% 5%

| | | | | | | | | | | | | | | | | | | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | | | | | | | | | | | | | | | | | | | |10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | | |10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

10% | | | | | | | | | | | | | | | | | | | | | | | | | |

10%

10% 5% 5% 5%

25%

25% 5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 35%

35%

5% 5%

5% 35%

5%

5% | | | | 35% | | | | 5% | |70% 60% — + — — — + — 60% 60% 60% 60% — + — — — + — 60% 60% 60% 25% — + — — — + — 25% 25% 25% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

5% | | | | | | 10% | | 5% | |70% | | 60% 60% | | 60% 60% | | 25% 25% | | 15% 15% | | 5%

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |

5% 10% 5%

5% 5% 10%

10% 5% 5%















2030 Trip Distribution for Select Zone 92Inbound



P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | || | | | | | | || | | | | | | |

— + — — — + — — + — — — + — — + — — — + — — + — — — + —| | | | | | | |

5% 5%

5% 5% 5% 5%

10%

10%

5% 5% 5% 5%

10%

5% 5%

| | | | | | | | | | | | | | | | | | | | | | | | | |10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

10% | | | | | | | | | | | | | | | | | | | | | | | | | |10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | | | | | | | | | | | | | | | | | | | |

10%

10% 5% 5% 5%

25%

25% 5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5%

5% 5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 35%

35%

5% 5%

5% 35%

5%

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |70% | | 60% 60% | | 60% 60% | | 50% 50% | | 15% 15% | | 5%

5% | | | | | | 35% | | 5% | |70% 60% — + — — — + — 60% 60% 60% 60% — + — — — + — 60% 60% 60% 50% — + — — — + — 50% 50% 50% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

5% | | | | 10% | | | | 5% | |

5% 10% 5%

5% 5% 10%

10% 5% 5%







2030 Trip Distribution for Select Zone 92Outbound











P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — 10% — + — — — + — — + — — — + — — + — — — + —

| | 10% | | | | | |5% | | 10% | | | | | |

| | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | | | | | | |

5% 5% 10% 5%

20%

20% 5% 5%

5% 5% 10%

10%

25%

25%

5% 5%

5% 10%

25%

5%

| | | | | | | | 25% | | | | | | | | 5% | | | | | | | | | |— + — — — + — 55% 50% — + — — — + — 50% 50% 50% 50% — + — — — + — 50% 50% 50% 50% — + — — — + — 50% 50% 50% 25% — + — — — + — 25% 25% 25% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | | | | 10% | | | | | | 5% | | | | | | | | | |10% | | 15% 55% | | 50% 50% | | 50% 50% | | 50% 50% | | 25% 25% | | 15% 15% | | 15% 15% | | 15% 15% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | 5% | | | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | | | | | | | | | | |

5% 10%

10% 5%

15%

15%

10%

10% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

5% 5% 5% 5%

| | 5% | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

5% | | | | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | | | | | | |5% | | 10% | | | | | |

| | | | | | | |— + — — — + — 10% — + — — — + — — + — — — + — — + — — — + —

| | 10% | | | | | |

5% 5% 10% 5%

20%

20% 5% 5%

5% 5% 10%

10%

25%

25%

5% 5%

5% 10%

25%

5%

| | 5% | | | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | | | | | | | | | | | | | | | | | |10% | | 15% 55% | | 50% 50% | | 50% 50% | | 50% 50% | | 40% 40% | | 15% 15% | | 15% 15% | | 15% 15% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | 25% | | | | | | 5% | | | | | | | | | |— + — — — + — 55% 50% — + — — — + — 50% 50% 50% 50% — + — — — + — 50% 50% 50% 50% — + — — — + — 50% 50% 50% 40% — + — — — + — 40% 40% 40% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | 5% | | | | | | 10% | | | | | | | | 5% | | | | | | | | | |

5% 10%

10% 5%

15%

15%

10%

10% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

5% 5% 5% 5%

5% | | | | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | 5% | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

5% 5%

5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |10% | | 10% | | | | | |

| | | | | | | |10% 10% — + — — — + — 10% 10% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5%5% 5%

10%

10%

35%

35%

5% 5% 10%

10%

10%

15%

20%

5% 10%

| | | | | | 20% | | 5% 10% | | | | | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — 20% 20% 20% — + — — — + — 20% 25% 25% 15% — + — — — + — 15% 15% 15% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | | 5% | | | | | | 5% | | | | | | | | | |10% | | 10% 10% | | 15% 15% | | 20% 20% | | 25% 25% | | 15% 15% | | 10% 10% | | 10% 10% | | 10% 10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | 15% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 15% 15% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | 5% | | | | | | | | | | | | | | | | | | | | | |

10% 5% 5% 5%

15%

15% 5% 5% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

5% 5% 5% 5%

| | 5% | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

5% | | | | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

5% 5%5%

| | | | | | | |10% 10% — + — — — + — 10% 10% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |10% | | 10% | | | | | |

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5%

5% 5%

10%

10%

35%

35%

5% 5% 10%

10%

10%

15%

20%

5% 10%

| | | | 15% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 15% 15% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | 5% | | | | | | | | | | | | | | | | | | | | | |10% | | 10% 10% | | 15% 15% | | 20% 20% | | 25% 25% | | 20% 20% | | 10% 10% | | 10% 10% | | 10% 10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | 20% | | 5% | | 10% | | | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — 20% 20% 20% — + — — — + — 20% 25% 25% 20% — + — — — + — 20% 20% 20% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | 5% | | | | | | | | 5% | | | | | | | | | |

10% 5% 5% 5%

15%

15% 5% 5% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

5% 5% 5% 5%

5% | | | | | | | | | |5% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | 5% | | | | | | | |— + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10%

| | | | | | | |10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10%

| | | | | | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5% 15%

15%

35%

35%

45%

45%

5% 10%

5%

5% 5% 15%

25%

10%

20%

25%

5% 5%

| | | | | | | | | | | | | | 10% | | 25% 5% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 10% 10% 10% — + — — — + — 10% 35% 35% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20%

| | | | | | | | | | | | | | | | 10% | | | | | | | | | |10% | | 15% 15% | | 25% 25% | | 25% 25% | | 25% 25% | | 40% 40% | | 45% 45% | | 30% 30% | | 35% 35% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 20%

| | 5% | | 5% | | | | | | 15% | | 25% | | 20% | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% 15% — + — — — + — 15% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 40% 40% 40% — + — — — + — 40% 45% 45% 20% — + — — — + — 20% 20% 20% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | 5% | | | | | | | | 5% | | | | | | | | | | | | | |

5% 5% 10% 5%

5% 5% 5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 5% 5% 5%

| | | | | | | | | | 5%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | 5% | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10%

| | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5% 15%

15%

35%

35%

45%

45%

5% 10%

5%

5% 5% 15%

25%

10%

20%

25%

5% 5%

| | 5% | | 5% | | | | | | | | 15% 25% | | 20% | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% 15% — + — — — + — 15% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 30% 30% 30% — + — — — + — 30% 45% 45% 20% — + — — — + — 20% 20% 20% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | 5% | | | | | | 5% | | | | | | | | | | | | | | | |10% | | 15% 15% | | 25% 25% | | 25% 25% | | 25% 25% | | 30% 30% | | 45% 45% | | 30% 30% | | 35% 35% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 20%

| | | | | | | | | | | | | | 10% | | 25% 5% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 10% 10% 10% — + — — — + — 10% 35% 35% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20%

| | | | | | | | | | | | | | | | 10% | | | | | | | | | |

5% 5% 10% 5%

5% 5% 5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 5% 5% 5%

| | | | | | | | 5% | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | 5%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

7 17 10 7 17 10

7 10 7 10

| | | | | | | |19 19 — + — — — + — 19 19 19 19 — + — — — + — 19 19 19 19 — + — — — + — 19 19 19 19 — + — — — + — 19 19

| | | | | | | |33 | | 33 33 | | 33 33 | | 33 33 | | 33

| | | | | | | |14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14

| | | | | | | |

7 10 7 10

7 17 10 7 17 10

7 17 10 7 17 10 21 21 29 29 67 117

50 86 150

64 17 33 17

7 10 7 10 21 29 48 19 36 14 38 48 29 36 7 10 10 7

| | 10 | | 10 | | | | | | | | 29 48 | | 14 38 | | 36 7 | | | | | | | | | |19 19 — + — — — + — 19 29 29 29 — + — — — + — 29 48 48 48 — + — — — + — 48 48 48 48 — + — — — + — 48 48 48 48 — + — — — + — 48 57 57 57 — + — — — + — 57 86 86 38 — + — — — + — 38 52 52 14 — + — — — + — 14 50 50 29 — + — — — + — 29 29 29 29 — + — — — + — 29 29 29 29 — + — — — + — 29 29 29 29 — + — — — + — 29 29 29 29 — + — — — + — 29 29

| | | | 10 | | | | | | 10 | | | | | | 14 | | | | | | | | | |33 | | 50 50 | | 83 83 | | 83 83 | | 83 83 | | 114 114 | | 150 150 | | 100 100 | | 117 117 | | 67 67 | | 67 67 | | 67 67 | | 67 67 | | 67

| | 7 | | 7 | | | | | | 21 | | 36 | | 19 29 | | 48 10 | | | | | | | | | |14 14 — + — — — + — 14 21 21 21 — + — — — + — 21 36 36 36 — + — — — + — 36 36 36 36 — + — — — + — 36 36 36 36 — + — — — + — 36 57 57 57 — + — — — + — 57 64 64 29 — + — — — + — 29 48 48 19 — + — — — + — 19 67 67 38 — + — — — + — 38 38 38 38 — + — — — + — 38 38 38 38 — + — — — + — 38 38 38 38 — + — — — + — 38 38 38 38 — + — — — + — 38 38

| | | | 7 | | | | | | | | 7 | | | | 19 | | | | | | | | | |

10 7 10 7 19 10 14 7

10 17 7 10 10 7 7 29 50 21

10 17 7 29 50 21

10 7 29 21

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 7 29 21

10 17 7 29 50 21

10 17 7 29 50 21

10 7 29 21

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 7 29 21

10 17 7 29 50 21

10 17 7 29 50 21

10 7 29 21

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 7 29 21

10 17 7 29 50 21

10 17 7 29 50 21

10 7 29 21

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

10 7 29 21

10 17 7 29 50 21

10 17 7 29 50 21

10 7 10 10 10 7 7 7

| | | | | | | | 10 | | 710 10 — + — — — + — 10 10 10 10 — + — — — + — 10 10 10 10 — + — — — + — 10 10 10 10 — + — — — + — 10 10 10 — + — — — + — 7

| | | | | | | | | |17 | | 17 17 | | 17 17 | | 17 17 | | 17 17 | | 17

| | | | | | | | 7 | | 107 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 — + — — — + — 10

| | | | | | | | | |

10 7 10 7

10 17 7 10 17 7




2030 Tripsfor Select Zone 175















P101070439 November 2007

5% 5%

5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10%

| | | | | | | |10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10%

| | | | | | | |

5%5% 5%

5% 5% 5% 5% 15%

15%

20%

20%

5% 5% 15%

5% 15%

| | | | | | | | | | | | | | | | 5% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20%

| | | | | | | | | | | | | | 15% | | | | 10% | | | | | | | |10% | | 15% 15% | | 25% 25% | | 25% 25% | | 25% 25% | | 40% 40% | | 45% 45% | | 40% 40% | | 15% 15% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | |

| | 5% | | 5% | | | | | | 15% | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% 15% — + — — — + — 15% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 40% 40% 40% — + — — — + — 40% 45% 45% 25% — + — — — + — 25% 25% 25% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | 5% | | | | | | | | 5% 20% | | 25% | | | | | | | | | | | |

5% 5% 20%

15%

25%

15%

10%

5% 5% 5% 5% 35%

35%

25%

25%

25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | 25% | |— + — — — + — 40% — + — — — + —

| | 15% | || | 40% | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 5% 5% 5%

| | | | | | | | | | 5%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | 5% | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

5% 5% 20%

20%

5% 20%

| | | | | | | |10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10%

| | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5% 20%

5% 5% 20%

20%

5% 5% 5% 5% 15%

15%

20%

20%

5% 5% 15%

5% 15%

| | 5% | | 5% | | | | | | | | 15% | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 15% 15% 15% — + — — — + — 15% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 25% 25% 25% — + — — — + — 25% 30% 30% 30% — + — — — + — 30% 45% 45% 25% — + — — — + — 25% 25% 25% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | 5% | | | | | | 5% | | 20% | | 25% | | | | | | | | | | | |10% | | 15% 15% | | 25% 25% | | 25% 25% | | 25% 25% | | 30% 30% | | 45% 45% | | 40% 40% | | 15% 15% | | 20% 20% | | 20% 20% | | 20% 20% | | 20% 20% | | 20%

| | | | | | | | | | | | | | | | 5% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 20%

| | | | | | | | | | | | | | 15% | | | | 10% | | | | | | | |

5% 5% 20%

15%

25%

15%

10%

5% 5% 5% 5% 35%

35%

25%

25%

25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | 40% | || | 25% | |

— + — — — + — 40% — + — — — + —| | 15% | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 15%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 15%

5% 5% 15%

15%

5% 5% 15%

15%

5% 5% 5% 5%

| | | | | | | | 5% | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% — + — — — + —

| | | | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | 5%— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | | |

5% 5%

5% 5% 5% 5%


















P101070439 November 2007

30 78 48 190

190

30 48 190

| | | | | | | |95 95 — + — — — + — 95 95 95 95 — + — — — + — 95 95 95 95 — + — — — + — 95 95 95 95 — + — — — + — 95 95

| | | | | | | |155 | | 155 155 | | 155 155 | | 155 155 | | 155

| | | | | | | |60 60 — + — — — + — 60 60 60 60 — + — — — + — 60 60 60 60 — + — — — + — 60 60 60 60 — + — — — + — 60 60

| | | | | | | |

30 48 190

30 78 48 190

190

30 78 48 30 78 48 90 90 143

143

120

310

190

30 48 30 48 90 143

30 90 48 143

| | 48 | | 48 | | | | | | | | 143 | | | | 30 | | | | | | | | | |95 95 — + — — — + — 95 143 143 143 — + — — — + — 143 238 238 238 — + — — — + — 238 238 238 238 — + — — — + — 238 238 238 238 — + — — — + — 238 285 285 285 — + — — — + — 285 428 428 238 — + — — — + — 238 328 328 90 — + — — — + — 90 90 90 60 — + — — — + — 60 120 120 120 — + — — — + — 120 120 120 120 — + — — — + — 120 120 120 120 — + — — — + — 120 120 120 120 — + — — — + — 120 120

| | | | 48 | | | | | | 48 | | 190 | | 90 238 | | | | 60 | | | | | | | |155 | | 233 233 | | 388 388 | | 388 388 | | 388 388 | | 525 525 | | 698 698 | | 620 620 | | 233 233 | | 310 310 | | 310 310 | | 310 310 | | 310 310 | | 310

| | 30 | | 30 | | | | | | 90 | | | | | | 48 | | | | | | | | | |60 60 — + — — — + — 60 90 90 90 — + — — — + — 90 150 150 150 — + — — — + — 150 150 150 150 — + — — — + — 150 150 150 150 — + — — — + — 150 240 240 240 — + — — — + — 240 270 270 150 — + — — — + — 150 293 293 143 — + — — — + — 143 143 143 95 — + — — — + — 95 190 190 190 — + — — — + — 190 190 190 190 — + — — — + — 190 190 190 190 — + — — — + — 190 190 190 190 — + — — — + — 190 190

| | | | 30 | | | | | | | | 30 120 | | 143 150 | | | | 95 | | | | | | | |

48 30 48 30 120 90 190

143

150

238 90 60 143 95

48 78 30 48 48 30 30 210

543

333

150

388

238

150

388

238

48 78 30 150

388

238

48 30 150

238

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

48 30 150

238

48 78 30 150

388

238

48 78 30 150

388

238

48 30 150

238

| | 150 | |— + — — — + — 240 — + — — — + —

| | 90 | || | 620 | || | 238 | |

— + — — — + — 380 — + — — — + —| | 143 | |

48 30 143 90

48 78 30 143

233 90

48 78 30 143

233

90

48 30 143

90

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

48 30 143 90

48 78 30 143

233 90

48 78 30 143

233

90

48 30 143

90

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

48 30 143 90

48 78 30 143

233 90

48 78 30 143

233

90

48 30 48 48 48 30 30 30

| | | | | | | | 48 | | 3048 48 — + — — — + — 48 48 48 48 — + — — — + — 48 48 48 48 — + — — — + — 48 48 48 48 — + — — — + — 48 48 48 — + — — — + — 30

| | | | | | | | | |78 | | 78 78 | | 78 78 | | 78 78 | | 78 78 | | 78

| | | | | | | | 30 | | 4830 30 — + — — — + — 30 30 30 30 — + — — — + — 30 30 30 30 — + — — — + — 30 30 30 30 — + — — — + — 30 30 30 — + — — — + — 48

| | | | | | | | | |

48 30 48 30

48 78 30 48 78 30













2030 Trips for Select Zone 86






P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | |

5% 10%

5% 5% 10%

10%

5% 5% 5% 5% 10%

10%

5% 2% 3% 10%

| | | | | | | | | | | | | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 5% | | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | 3% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% 7% — + — — — + — 7% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 3% | | | | | | | | | | | | | | 10% | | | | | | | | | |

5% 3% 2% 10%

10% 5%

5% 5% 5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | 25% | |— + — — — + — 30% — + — — — + —

| | 5% | || | 30% | || | | |

— + — — — + — — + — — — + —| | | |

5% 5%

5% 5% 5% 5%

5% 5% 35%

35%

5% 5%

5% 35%

5%

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% — + — — — + — 5% 5%

| | | | | | | | | |10% | | 20% 20% | | 20% 20% | | 55% 55% | | 65% 5% | | 5%

| | 5% | | | | 35% | | | |10% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 55% 55% 55% — + — — — + — 55% 65% — + — — — + —

| | 5% | | | | | | 10% | |

5% 10% 5%

5% 5% 10%

10% 5% 5%


















P101070439 November 2007

5% 5% 10%

10%

5% 10%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5% 10%

5% 5% 10%

10%

5% 5% 5% 5% 10%

10%

5% 2% 3% 10%

| | | | 3% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% 7% — + — — — + — 7% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 3% | | | | | | | | | | | | | | 10% | | | | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 5% | | | | | | | |

5% 3% 2% 10%

10% 5%

5% 5% 5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 25%

5% 5% 25%

25%

5% 5% 25%

25%

5% 25%

| | | |— + — — — + — — + — — — + —

| | | || | 30% | || | 25% | |

— + — — — + — 30% — + — — — + —| | 5% | |

5% 5%

5% 5% 5% 5%

5% 5% 35%

35%

5% 5%

5% 35%

5%

| | 5% | | | | | | 35% | |10% 10% — + — — — + — 10% 20% 20% 20% — + — — — + — 20% 20% 20% 20% — + — — — + — 20% 30% 30% 30% — + — — — + — 30% 65% — + — — — + —

| | 5% | | | | 10% | | | |10% | | 20% 20% | | 20% 20% | | 30% 30% | | 65% 5% | | 5%

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% — + — — — + — 5% 5%

| | | | | | | | | |

5% 10% 5%

5% 5% 10%

10% 5% 5%


















P101070439 November 2007

7 32 25 15 65 50

7 25 15 50

| | | | | | | |25 25 — + — — — + — 25 25 25 25 — + — — — + — 25 25 25 25 — + — — — + — 25 25 25 25 — + — — — + — 25 25

| | | | | | | |32 | | 32 32 | | 32 32 | | 32 32 | | 32

| | | | | | | |7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7

| | | | | | | |

7 25 15 50

7 32 25 15 65 50

7 32 25 7 32 25 15 65 50

7 25 3 4 10 15 15 50

| | | | 15 | | | | | | | | | | | | | | | | | | | | | |50 50 — + — — — + — 50 50 50 35 — + — — — + — 35 50 50 50 — + — — — + — 50 50 50 50 — + — — — + — 50 50 50 50 — + — — — + — 50 50 50 50 — + — — — + — 50 50 50 50 — + — — — + — 50 50 50 50 — + — — — + — 50 50 50 — + — — — + — 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7 7 7 — + — — — + — 7 7

| | 15 | | | | | | | | | | | | | | 50 | | 7 | | | | | | | |65 | | 65 65 | | 65 65 | | 65 65 | | 65 65 | | 65 65 | | 65 65 | | 65 65 | | 65 65 | | 32 32 | | 32 32 | | 32 32 | | 32 32 | | 32

| | | | 4 | | | | | | | | | | | | | | | | | | | | | |15 15 — + — — — + — 15 15 15 10 — + — — — + — 10 15 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 15 15 15 — + — — — + — 15 15 15 — + — — — + — 25 25 25 — + — — — + — 25 25 25 25 — + — — — + — 25 25 25 25 — + — — — + — 25 25 25 25 — + — — — + — 25 25

| | 4 | | | | | | | | | | | | | | 15 | | 25 | | | | | | | |

7 25 4 3 15 10 15 15 7 50 50 25

7 32 25 7 32 25 37 161

125

7 32 25 37 161

125

7 25 37 125

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

7 25 37 125

7 32 25 37 161

125

7 32 25 37 161

125

7 25 37 125

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

7 25 37 125

7 32 25 37 161

125

7 32 25 37 161

125

7 25 37 125

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

7 25 37 125

7 32 25 37 161

125

7 32 25 37 161

125

7 25 37 125

| | 37 | |— + — — — + — 44 — + — — — + —

| | 7 | || | 194 | || | 125 | |

— + — — — + — 150 — + — — — + —| | 25 | |

7 25 25 7

7 32 25 25 32 7

7 32 25 51 51 175

175

25 32 7

7 25 51 175

25 7

| | 25 | | | | | | 175 | |50 50 — + — — — + — 50 100 100 100 — + — — — + — 100 100 100 100 — + — — — + — 100 150 150 150 — + — — — + — 150 324 7 7 — + — — — + — 7 7

| | 25 | | | | 50 | | | |65 | | 129 129 | | 129 129 | | 231 231 | | 420 32 | | 32

| | 7 | | | | 51 | | | |15 15 — + — — — + — 15 29 29 29 — + — — — + — 29 29 29 29 — + — — — + — 29 81 81 81 — + — — — + — 81 96 25 25 — + — — — + — 25 25

| | 7 | | | | | | 15 | |

25 7 50 15 25 7

25 32 7 50 50 15 15 25 32 7



















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |5% | | 5% | | | | | |

| | | | | | | |5% 5% — + — — — + — 5% 5% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5% 5%

5% 5% 5% 5%

5% 5% 40%

40%

3% 2% 40%

| | | | | | | | | | | | | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 5% | | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | 2% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% 8% — + — — — + — 8% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 2% | | | | | | | | | | | | | | 10% | | | | | | | | | |

2% 3% 10%

35% 5%

5% 5% 50%

50%

5% 5% 50%

50%

5% 50%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 50%

5% 5% 50%

50%

5% 5% 50%

50%

5% 50%

| | | |— + — — — + — — + — — — + —

| | | || | 5% | || | | |

— + — — — + — 5% — + — — — + —| | 5% | |

5% 5% 50%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | 5% | || | | |

— + — — — + — 5% — + — — — + —| | 5% | |

5% 5% 55%

5% 5% 60%

60%

5% 5% 15%

15%

60%

60%

5% 15%

60%

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | | | 5%5% | | 15% 15% | | 15% 15% | | 30% 30% | | 35% 35% | | 5%

| | 5% | | | | 15% | | | |5% 5% — + — — — + — 5% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 30% 30% 30% — + — — — + — 30% 35% 35% — + — — — + —

| | 5% | | | | | | 5% 35% | |

5% 5% 35%

60% 5%

5% 5% 5% 5%

100%

100%


















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |5% 5% — + — — — + — 5% 5% — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |5% | | 5% | | | | | |

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5% 5%

5% 5% 5% 5%

5% 5% 35%

35%

3% 2% 35%

| | | | 2% | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% 8% — + — — — + — 8% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 2% | | | | | | | | | | | | | | 10% | | | | | | | | | |10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 10% 10% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | | | | | | | 5% | | | | | | | |

2% 3% 10%

35% 5%

5% 5% 50%

50%

5% 5% 50%

50%

5% 50%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 50%

5% 5% 50%

50%

5% 5% 50%

50%

5% 50%

| | | |— + — — — + — 5% — + — — — + —

| | 5% | || | 5% | || | | |

— + — — — + — — + — — — + —| | | |

5% 5% 50%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

5% 55%

5% 5% 55%

55%

5% 5% 55%

55%

5% 55%

| | | |— + — — — + — 5% — + — — — + —

| | 5% | || | 5% | || | | |

— + — — — + — — + — — — + —| | | |

5% 5% 55%

5% 5% 60%

60%

5% 5% 15%

15%

60%

60%

5% 15%

60%

| | 5% | | | | | | 15% | |5% 5% — + — — — + — 5% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 20% 20% 20% — + — — — + — 20% 35% 35% — + — — — + —

| | 5% | | | | 5% | | 35% | |5% | | 15% 15% | | 15% 15% | | 20% 20% | | 35% 35% | | 5%

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | | | | 5%

5% 5% 35%

60% 5%

5% 5% 5% 5%

100%

100%


















P101070439 November 2007

14 51 37 14 51 37

14 37 14 37

| | | | | | | |37 37 — + — — — + — 37 37 — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |51 | | 51 | | | | | |

| | | | | | | |14 14 — + — — — + — 14 14 — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

14 37 14 37

14 51 37 14 51 37

14 51 37 114

372

258

9 6 22 15 114

258

| | | | 15 | | | | | | | | | | | | | | | | | | | | | |74 74 — + — — — + — 74 74 74 59 — + — — — + — 59 74 74 74 — + — — — + — 74 74 74 74 — + — — — + — 74 74 74 74 — + — — — + — 74 74 74 74 — + — — — + — 74 74 74 74 — + — — — + — 74 74 74 74 — + — — — + — 74 74 74 — + — — — + — 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14 14 14 — + — — — + — 14 14

| | 15 | | | | | | | | | | | | | | 74 | | 14 | | | | | | | |102 | | 102 102 | | 102 102 | | 102 102 | | 102 102 | | 102 102 | | 102 102 | | 102 102 | | 102 102 | | 51 51 | | 51 51 | | 51 51 | | 51 51 | | 51

| | | | 6 | | | | | | | | | | | | | | | | | | | | | |28 28 — + — — — + — 28 28 28 23 — + — — — + — 23 28 28 28 — + — — — + — 28 28 28 28 — + — — — + — 28 28 28 28 — + — — — + — 28 28 28 28 — + — — — + — 28 28 28 28 — + — — — + — 28 28 28 28 — + — — — + — 28 28 28 — + — — — + — 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37 37 37 — + — — — + — 37 37

| | 6 | | | | | | | | | | | | | | 28 | | 37 | | | | | | | |

6 9 15 22 28 114 14 74 258 37

14 51 37 156

525

369

14 51 37 142

511

369

14 37 142

369

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

14 37 142

369

14 51 37 142

511

369

14 51 37 142

511

369

14 37 142

369

| | | |— + — — — + — 37 — + — — — + —

| | 37 | || | 51 | || | | |

— + — — — + — 14 — + — — — + —| | 14 | |

14 37 14 142 37 369

14 51 37 156

562

406

14 51 37 156

562

406

14 37 156

406

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

14 37 156

406

14 51 37 156

562

406

14 51 37 156

562

406

14 37 156

406

| | | |— + — — — + — 37 — + — — — + —

| | 37 | || | 51 | || | | |

— + — — — + — 14 — + — — — + —| | 14 | |

14 37 14 156 37 406

14 51 37 170

613

443

14 51 37 43 43 111

111

170

613

443

14 37 43 111

170

443

| | 37 | | | | | | 111 | |37 37 — + — — — + — 37 111 111 111 — + — — — + — 111 111 111 111 — + — — — + — 111 148 148 148 — + — — — + — 148 258 258 — + — — — + — 14

| | 37 | | | | 37 | | 258 | | 1451 | | 153 153 | | 153 153 | | 233 233 | | 358 358 | | 51

| | 14 | | | | 43 | | | |14 14 — + — — — + — 14 43 43 43 — + — — — + — 43 43 43 43 — + — — — + — 43 85 85 85 — + — — — + — 85 99 99 — + — — — + — 37

| | 14 | | | | | | 14 99 | | 37

37 14 37 14 99 170 14 258

443 37

37 51 14 37 37 14 14 284

1022 73

8



















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5% 5% 5%

5% 5% 2% 3%

| | | | | | | | | | | | | | | | 2% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 3% — + — — — + — 3% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | | 5% | | | | | | | | 2% | | | | | | | |10% | | 10% 10% | | | | | | | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 10% | | | | | | | | | | | | | | | | | | | | | | | |

5% 10% 5% 5% 3% 2%

5% 5% 15%

15% 5% 5% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

45%

45%

5% 5%

10%

5% 45%

5%

| | | | 45% | | | | 5% | |— + — — — + — — + — — — + — 70% 70% 25% — + — — — + — 25% 25% 25% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | 70% | | 10% | | 5% | |10% | | 10% 10% | | 70% 70% | | 25% 25% | | 15% 15% | | 5%

| | 5% | | | | | | | |10% 5% — + — — — + — 5% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | 10% | | | | | | | |

5% 10%

10%

70%

10% 5%

15%

15%

80%

80%

10%

10% 5% 5%


















P101070439 November 2007

5% 5% 5% 5%

5% 5%

| | | | | | | |5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | |5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | |

5% 5%

5% 5% 5% 5%

5% 5% 5% 5% 5% 5%

5% 5% 2% 3%

| | | | | | | | | | | | | | | | | | | | | | | | | |10% 10% — + — — — + — 10% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 10% | | | | | | | | | | | | | | | | | | | | | | | |10% | | 10% 10% | | | | | | | | | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5% 5% | | 5%

| | | | | | | | | | | | | | | | 2% | | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 3% — + — — — + — 3% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5% 5% 5% — + — — — + — 5% 5%

| | | | | | | | | | | | 5% | | | | | | 2% | | | | | | | |

5% 10% 5% 5% 3% 2%

5% 5% 15%

15% 5% 5% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

5% 5%

15%

5%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

15% 5%

15%

15% 5% 5%

15%

15%

45%

45%

5% 5%

10%

5% 45%

5%

| | 5% | | | | | | | |10% 5% — + — — — + — 5% 10% 10% — + — — — + — — + — — — + — — + — — — + — — + — — — + —

5% | | 10% | | | | | | | |10% | | 10% 10% | | 70% 70% | | 60% 60% | | 15% 15% | | 5%

| | | | | | 45% | | 5% | |— + — — — + — — + — — — + — 70% 70% 60% — + — — — + — 60% 60% 60% 15% — + — — — + — 15% 15% 15% 5% — + — — — + — 5% 5%

| | | | 70% 10% | | | | 5% | |

5% 10%

10%

70%

10% 5%

15%

15%

80%

80%

10%

10% 5% 5%


















P101070439 November 2007

16 25 9 16 25 9

16 9 16 9

| | | | | | | |9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9

| | | | | | | |25 | | 25 25 | | 25 25 | | 25 25 | | 25

| | | | | | | |16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16

| | | | | | | |

16 9 16 9

16 25 9 16 25 9

16 25 9 16 25 9 16 25 9

16 9 16 9 6 10 4 5

| | | | | | | | | | | | | | | | 6 | | | | | | | | | |18 18 — + — — — + — 18 18 18 — + — — — + — — + — — — + — — + — — — + — — + — — — + — 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 10 — + — — — + — 10 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16 16 16 — + — — — + — 16 16

| | 18 | | | | | | | | 16 | | | | | | | | 6 | | | | | | | |50 | | 50 50 | | | | | | | | 16 16 | | 25 25 | | 25 25 | | 25 25 | | 25 25 | | 25 25 | | 25 25 | | 25 25 | | 25

| | | | | | | | | | | | | | | | 4 | | | | | | | | | |32 32 — + — — — + — 32 32 32 — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 9 9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9 9 5 — + — — — + — 5 9 9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9 9 9 — + — — — + — 9 9

| | 32 | | | | | | | | | | 9 | | | | | | 4 | | | | | | | |

16 9 32 16 18 9 16 9 10 6 5 4

16 25 9 48 75 27 16 16 9 9 16 25 9

48 75 27 16 25 9

48 27 16 9

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

48 27 16 9

48 75 27 16 25 9

48 75 27 16 25 9

48 27 16 9

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

48 27 16 9

48 75 27 16 25 9

48 75 27 16 25 9

48 27 16 9

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

48 27 16 9

48 75 27 16 25 9

48 75 27 16 25 9

48 27 16 9

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

48 27 16 9

48 75 27 16 25 9

48 75 27 144

144

82 82 16 25 9

32 16 18 9 144

82 16 9

| | 9 | | 144 | | | | 16 | |18 9 — + — — — + — 9 18 18 — + — — — + — 224 224 80 — + — — — + — 80 80 80 48 — + — — — + — 48 48 48 16 — + — — — + — 16 16

9 | | 18 | | 224 | | 32 | | 16 | |50 | | 50 50 | | 351 351 | | 189 189 | | 75 75 | | 25

| | 16 | | | | 82 | | 9 | |32 16 — + — — — + — 16 32 32 — + — — — + — 127 127 109 — + — — — + — 109 109 109 27 — + — — — + — 27 27 27 9 — + — — — + — 9 9

16 | | 32 | | 127 18 | | | | 9 | |

16 32 9 18 32 224 18 127 18 32 9 16

48 75 27 256

401

145 18 18 32 32 9 25 16



















P101070439 November 2007

2% 2% 100%

100%

2% 95%

5%

| | | | | | | | 5%— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%

| | | | | | | || | | | | | | | 5%| | | | | | | |

— + — — — + — — + — — — + — — + — — — + — — + — — — + —| | | | | | | |

2% 95%

2% 2% 95%

95%

1% 1% 2% 2% 15%

15%

95%

95%

5% 5%

1% 2% 15%

50%

30%

15%

5%

| | | | | | | | | | | | | | | | | | 15% | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 10% — + — — — + — 10% 10%

| | | | | | | | | | | | | | | | | | | | | | | | | |20% | | 22% 22% | | 25% 25% | | 30% 30% | | 30% 30% | | 45% 45% | | 50% 50% | | 50% 50% | | 50% 50% | | 15% 15% | | 15% 15% | | 15% 15% | | 15% 15% | | 10%

| | 1% | | 2% | | | | | | 15% | | | | | | 50% | | | | | | | | | |20% 20% — + — — — + — 20% 22% 22% 22% — + — — — + — 22% 25% 25% 25% — + — — — + — 25% 30% 30% 30% — + — — — + — 30% 30% 30% 30% — + — — — + — 30% 45% 45% 45% — + — — — + — 45% 50% 50% 50% — + — — — + — 50% 50% 50% 50% — + — — — + — 50% 50% 50% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 1% | | 1% | | 5% | | | | | | 5% | | | | | | | | | | | | | |

1% 1% 5% 5% 30%

1% 1% 1% 1% 5% 5% 5% 5% 30%

30%

1% 1% 30%

30%

1% 30%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1% 30%

1% 1% 30%

30%

1% 1% 30%

30%

1% 9% 21%

| | | |— + — — — + — — + — — — + —

| | | || | 9% | || | 9% | |

— + — — — + — 9% — + — — — + —| | | |

1% 21%

1% 1% 21%

21%

1% 1% 21%

21%

1% 21%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1% 21%

1% 1% 21%

21%

1% 1% 21%

21%

1% 21%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1% 21%

1% 1% 21%

21%

1% 1% 21%

21%

1% 1% 20%

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |1% | | 1% 1% | | 1% 1% | | 1% 1% | | 1% 1% | |

| | | | | | | | 1% | |1% 1% — + — — — + — 1% 1% 1% 1% — + — — — + — 1% 1% 1% 1% — + — — — + — 1% 1% 1% 1% — + — — — + — 1% 1% 1% — + — — — + —

| | | | | | | | | |

1% 20%

1% 1% 20%

20%



















P101070439 November 2007

2% 2% 100%

100%

2% 95%

5%

| | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | || | | | | | | | 5%| | | | | | | | 5%

— + — — — + — — + — — — + — — + — — — + — — + — — — + — 5%| | | | | | | |

2% 95%

2% 2% 95%

95%

1% 1% 2% 2% 15%

15%

95%

95%

5% 5%

1% 2% 15%

50%

30%

15%

5%

| | 1% | | 2% | | | | | | | | 15% | | | | 50% | | | | | | | | | |20% 20% — + — — — + — 20% 22% 22% 22% — + — — — + — 22% 25% 25% 25% — + — — — + — 25% 30% 30% 30% — + — — — + — 30% 30% 30% 30% — + — — — + — 30% 35% 35% 35% — + — — — + — 35% 50% 50% 50% — + — — — + — 50% 50% 50% 50% — + — — — + — 50% 50% 50% — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | 1% | | 1% | | 5% | | | | 5% | | | | | | | | | | | | | | | |20% | | 22% 22% | | 25% 25% | | 30% 30% | | 30% 30% | | 35% 35% | | 50% 50% | | 50% 50% | | 50% 50% | | 15% 15% | | 15% 15% | | 15% 15% | | 15% 15% | | 10%

| | | | | | | | | | | | | | | | | | 15% | | | | | | 5% | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + — 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 15% — + — — — + — 15% 15% 15% 10% — + — — — + — 10% 10%

| | | | | | | | | | | | | | | | | | | | | | | | | |

1% 1% 5% 5% 30%

1% 1% 1% 1% 5% 5% 5% 5% 30%

30%

1% 1% 30%

30%

1% 30%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1% 30%

1% 1% 30%

30%

1% 1% 30%

30%

1% 9% 21%

| | 9% | |— + — — — + — 9% — + — — — + —

| | | || | 9% | || | | |

— + — — — + — — + — — — + —| | | |

1% 21%

1% 1% 21%

21%

1% 1% 21%

21%

1% 21%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1% 21%

1% 1% 21%

21%

1% 1% 21%

21%

1% 21%

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

1% 21%

1% 1% 21%

21%

1% 1% 21%

21%

1% 1% 20%

| | | | | | | | 1% | |1% 1% — + — — — + — 1% 1% 1% 1% — + — — — + — 1% 1% 1% 1% — + — — — + — 1% 1% 1% 1% — + — — — + — 1% 1% 1% — + — — — + —

| | | | | | | | | |1% | | 1% 1% | | 1% 1% | | 1% 1% | | 1% 1% | |

| | | | | | | | | |— + — — — + — — + — — — + — — + — — — + — — + — — — + — — + — — — + —

| | | | | | | | | |

1% 20%

1% 1% 20%

20%



















P101070439 November 2007

8 17 9 431

829

398

8 9 409

22 378

20

| | | | | | | | 20— + — — — + — — + — — — + — — + — — — + — — + — — — + — 20

| | | | | | | || | | | | | | | 41| | | | | | | | 22

— + — — — + — — + — — — + — — + — — — + — — + — — — + — 22| | | | | | | |

8 9

409

378

8 17 9

409

787

378

4 8 4 8 17 9 60 60 65 65 409

787

378

20 41 22

4 4 8 9 60 65 215

129

65 199

119

60 20 22

| | 4 | | 9 | | | | | | | | 65 | | | | 215 | | 60 | | | | | | 20 | |86 86 — + — — — + — 86 95 95 95 — + — — — + — 95 108 108 108 — + — — — + — 108 129 129 129 — + — — — + — 129 129 129 129 — + — — — + — 129 151 151 151 — + — — — + — 151 215 215 215 — + — — — + — 215 215 215 215 — + — — — + — 215 215 215 — + — — — + — 60 60 60 — + — — — + — 60 60 60 60 — + — — — + — 60 60 60 60 — + — — — + — 60 60 60 40 — + — — — + — 40 40

| | 4 | | 4 | | 22 | | | | 22 | | | | | | | | | | | | | | | |166 | | 182 182 | | 207 207 | | 249 249 | | 249 249 | | 330 330 | | 414 414 | | 414 414 | | 414 414 | | 124 124 | | 124 124 | | 124 124 | | 124 124 | | 83

| | 4 | | 8 | | | | | | 60 | | | | | | 199 | | 65 | | | | | | 22 | |80 80 — + — — — + — 80 88 88 88 — + — — — + — 88 100 100 100 — + — — — + — 100 119 119 119 — + — — — + — 119 119 119 119 — + — — — + — 119 179 179 179 — + — — — + — 179 199 199 199 — + — — — + — 199 199 199 199 — + — — — + — 199 199 199 — + — — — + — 65 65 65 — + — — — + — 65 65 65 65 — + — — — + — 65 65 65 65 — + — — — + — 65 65 65 43 — + — — — + — 43 43

| | 4 | | 4 | | 20 | | | | | | 20 | | | | | | | | | | | | | |

4 4 4 4 22 20 22 20 129

119

4 8 4 4 8 4 22 41 20 22 22 20 20 129

249

119

4 8 4 129

249

119

4 4 129

119

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

4 4

129

119

4 8 4

129

249

119

4 8 4 129

249

119

4 4 39 90 36 84

| | 39 | |— + — — — + — 39 — + — — — + —

| | | || | 75 | || | 36 | |

— + — — — + — 36 — + — — — + —| | | |

4 4 90 84

4 8 4 90 174 84

4 8 4 90 174

84

4 4 90 84

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

4 4 90 84

4 8 4 90 174 84

4 8 4 90 174

84

4 4 90 84

| | | |— + — — — + — — + — — — + —

| | | || | | || | | |

— + — — — + — — + — — — + —| | | |

4 4 90 84

4 8 4 90 174 84

4 8 4 90 174

84

4 4 4 86 4 80

| | | | | | | | 4 | |4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 — + — — — + —

| | | | | | | | | |8 | | 8 8 | | 8 8 | | 8 8 | | 8 8 | |

| | | | | | | | 4 | |4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 4 — + — — — + — 4 4 4 — + — — — + —

| | | | | | | | | |

4 4 86 80

4 8 4 86 166 80


















P101070439 November 2007

HCM Unsignalized Intersection Capacity Analysis3: 159th Street & Antioch Road 11/8/2007

Ex PM Synchro 7 - ReportMetcalf Village Shops Page 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsSign Control Stop Stop Stop StopVolume (vph) 68 245 111 148 314 85 120 192 86 85 192 75Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 74 266 121 161 341 92 130 209 93 92 209 82

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 74 387 161 434 130 302 92 290Volume Left (vph) 74 0 161 0 130 0 92 0Volume Right (vph) 0 121 0 92 0 93 0 82Hadj (s) 0.53 -0.18 0.53 -0.12 0.53 -0.18 0.53 -0.16Departure Headway (s) 9.1 8.4 9.0 8.3 9.2 8.5 9.3 8.7Degree Utilization, x 0.19 0.91 0.40 1.01 0.33 0.72 0.24 0.70Capacity (veh/h) 386 414 393 434 382 410 376 405Control Delay (s) 13.0 51.2 16.7 72.9 15.6 29.3 14.0 28.1Approach Delay (s) 45.1 57.7 25.1 24.7Approach LOS E F D C

Intersection SummaryDelay 40.3HCM Level of Service EIntersection Capacity Utilization 62.5% ICU Level of Service BAnalysis Period (min) 15

Queues9: 159th Street & Metcalf Avenue 11/8/2007


Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 202 318 51 90 247 148 85 192 98 365 423 297v/c Ratio 0.69 0.40 0.07 0.38 0.46 0.17 0.19 0.38 0.16 0.76 0.37 0.29Control Delay 38.1 23.0 4.5 29.0 26.5 2.3 24.3 26.1 4.5 32.0 17.9 2.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 38.1 23.0 4.5 29.0 26.5 2.3 24.3 26.1 4.5 32.0 17.9 2.2Queue Length 50th (ft) 70 54 0 30 43 0 14 34 0 118 65 1Queue Length 95th (ft) #154 89 17 68 74 23 31 61 26 #231 101 32Internal Link Dist (ft) 494 528 686 1424Turn Bay Length (ft) 300 300 200 200 175 175 300 300Base Capacity (vph) 295 791 699 236 533 867 458 512 610 502 1145 1010Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.68 0.40 0.07 0.38 0.46 0.17 0.19 0.38 0.16 0.73 0.37 0.29

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

HCM Signalized Intersection Capacity Analysis9: 159th Street & Metcalf Avenue 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 186 293 47 83 227 136 78 177 90 336 389 273Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 1583 1770 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 3433 3539 1583 1770 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 202 318 51 90 247 148 85 192 98 365 423 297RTOR Reduction (vph) 0 0 32 0 0 79 0 0 64 0 0 128Lane Group Flow (vph) 202 318 19 90 247 69 85 192 34 365 423 169Turn Type Prot pt+ov Prot pt+ov Prot pt+ov Prot pt+ovProtected Phases 7 4 4 5 3 8 8 1 5 2 2 3 1 6 6 7Permitted PhasesActuated Green, G (s) 8.0 9.0 19.8 4.8 5.8 26.1 4.8 7.9 18.7 14.3 17.4 31.4Effective Green, g (s) 10.0 11.0 21.8 6.8 7.8 28.1 6.8 9.9 20.7 16.3 19.4 33.4Actuated g/C Ratio 0.17 0.18 0.36 0.11 0.13 0.47 0.11 0.16 0.34 0.27 0.32 0.56Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 295 649 575 201 460 741 389 584 546 481 1144 881v/s Ratio Prot c0.11 c0.09 0.01 0.05 0.07 0.04 0.02 0.05 0.02 c0.21 c0.12 0.11v/s Ratio Permv/c Ratio 0.68 0.49 0.03 0.45 0.54 0.09 0.22 0.33 0.06 0.76 0.37 0.19Uniform Delay, d1 23.5 22.0 12.3 24.8 24.4 8.9 24.2 22.1 13.2 20.0 15.6 6.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.4 2.6 0.0 1.6 4.4 0.1 0.3 1.5 0.0 6.8 0.9 0.1Delay (s) 30.0 24.6 12.3 26.4 28.9 8.9 24.5 23.6 13.2 26.8 16.5 6.7Level of Service C C B C C A C C B C B AApproach Delay (s) 25.4 22.3 21.1 17.3Approach LOS C C C B

Intersection SummaryHCM Average Control Delay 20.7 HCM Level of Service CHCM Volume to Capacity ratio 0.58Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 53.5% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis14: 167th Street & SB US69 11/8/2007


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h) 0 96 115 0 53 58Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 104 125 0 58 63PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 125 229 125vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 125 229 125tC, single (s) 4.1 6.4 6.2tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 92 93cM capacity (veh/h) 1462 759 926

Direction, Lane # EB 1 WB 1 SB 1Volume Total 104 125 121Volume Left 0 0 58Volume Right 0 0 63cSH 1700 1700 838Volume to Capacity 0.06 0.07 0.14Queue Length 95th (ft) 0 0 13Control Delay (s) 0.0 0.0 10.0Lane LOS BApproach Delay (s) 0.0 0.0 10.0Approach LOS B

Intersection SummaryAverage Delay 3.5Intersection Capacity Utilization 20.1% ICU Level of Service AAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis15: 167th Street & NB US69 11/8/2007



Direction, Lane # EB 1 EB 2 WB 1Volume Total 45 117 197Volume Left 45 0 0Volume Right 0 0 72cSH 1376 1700 1700Volume to Capacity 0.03 0.07 0.12Queue Length 95th (ft) 3 0 0Control Delay (s) 7.7 0.0 0.0Lane LOS AApproach Delay (s) 2.1 0.0Approach LOS


HCM Unsignalized Intersection Capacity Analysis16: 167th Street & Metcalf Avenue 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 24 55 29 34 64 9 47 185 25 18 464 80Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 26 60 32 37 70 10 51 201 27 20 504 87PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 948 917 548 965 947 215 591 228vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 948 917 548 965 947 215 591 228tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 85 76 94 78 71 99 95 99cM capacity (veh/h) 176 254 536 172 244 825 984 1340

Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 117 116 279 611Volume Left 26 37 51 20Volume Right 32 10 27 87cSH 266 227 984 1340Volume to Capacity 0.44 0.51 0.05 0.01Queue Length 95th (ft) 53 66 4 1Control Delay (s) 28.9 36.4 2.1 0.4Lane LOS D E A AApproach Delay (s) 28.9 36.4 2.1 0.4Approach LOS D E


Queues40: 151st Street & US 69 SB 11/8/2007


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1268 173 149 1129 513 513 809v/c Ratio 0.58 0.28 0.44 0.66 0.71 0.75 0.66Control Delay 26.6 5.5 62.1 8.9 26.8 30.1 21.3Queue Delay 0.0 0.0 0.0 0.1 0.3 0.4 0.0Total Delay 26.6 5.5 62.1 9.0 27.1 30.5 21.3Queue Length 50th (ft) 181 0 43 72 230 241 176Queue Length 95th (ft) 220 47 m74 74 336 353 234Internal Link Dist (ft) 2753 290 699Turn Bay Length (ft) 200 350 600 600Base Capacity (vph) 2181 622 340 1713 803 766 1361Starvation Cap Reductn 0 0 0 80 0 0 0Spillback Cap Reductn 0 0 0 0 41 41 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.58 0.28 0.44 0.69 0.67 0.71 0.59

Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.

HCM Signalized Intersection Capacity Analysis40: 151st Street & US 69 SB 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 1167 159 137 1039 0 0 0 0 944 0 744Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 4.0 4.0 4.0 6.0 4.0Lane Util. Factor 0.86 1.00 0.97 0.95 0.95 0.95 0.88Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (prot) 6408 1583 3433 3539 1681 1681 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (perm) 6408 1583 3433 3539 1681 1681 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1268 173 149 1129 0 0 0 0 1026 0 809RTOR Reduction (vph) 0 0 118 0 0 0 0 0 0 0 0 33Lane Group Flow (vph) 0 1268 55 149 1129 0 0 0 0 513 513 776Turn Type Perm Prot Perm PermProtected Phases 4 3 8 6Permitted Phases 4 6 6Actuated Green, G (s) 28.7 28.7 6.9 41.6 36.4 36.4 36.4Effective Green, g (s) 30.7 28.7 8.9 43.6 38.4 36.4 38.4Actuated g/C Ratio 0.34 0.32 0.10 0.48 0.43 0.40 0.43Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2186 505 339 1714 717 680 1189v/s Ratio Prot 0.20 0.04 c0.32v/s Ratio Perm 0.03 c0.31 0.31 0.28v/c Ratio 0.58 0.11 0.44 0.66 0.72 0.75 0.65Uniform Delay, d1 24.4 21.6 38.2 17.6 21.3 23.0 20.5Progression Factor 1.00 1.00 1.52 0.38 1.00 1.00 1.00Incremental Delay, d2 1.1 0.4 0.7 1.6 3.4 4.8 1.3Delay (s) 25.5 22.1 58.7 8.3 24.7 27.7 21.8Level of Service C C E A C C CApproach Delay (s) 25.1 14.2 0.0 24.3Approach LOS C B A C

Intersection SummaryHCM Average Control Delay 21.7 HCM Level of Service CHCM Volume to Capacity ratio 0.69Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 96.8% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

Queues42: 151st Street & US 69 NB 11/8/2007


Lane Group EBL EBT WBT WBR NBL NBRLane Group Flow (vph) 407 1888 1186 739 92 149v/c Ratio 0.66 0.68 0.60 0.67 0.40 0.62Control Delay 34.9 9.5 12.2 6.0 40.9 38.4Queue Delay 0.0 2.7 0.0 0.0 0.0 0.0Total Delay 34.9 12.2 12.2 6.0 40.9 38.4Queue Length 50th (ft) 120 246 224 120 48 58Queue Length 95th (ft) 157 325 287 211 95 120Internal Link Dist (ft) 290 2797Turn Bay Length (ft)Base Capacity (vph) 648 2765 1973 1102 256 263Starvation Cap Reductn 0 730 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.63 0.93 0.60 0.67 0.36 0.57

Intersection Summary

HCM Signalized Intersection Capacity Analysis42: 151st Street & US 69 NB 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 374 1737 0 0 1091 680 85 0 137 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 3539 3539 1583 1770 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 3433 3539 3539 1583 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 407 1888 0 0 1186 739 92 0 149 0 0 0RTOR Reduction (vph) 0 0 0 0 0 220 0 0 35 0 0 0Lane Group Flow (vph) 407 1888 0 0 1186 519 92 0 114 0 0 0Turn Type Prot Perm custom customProtected Phases 7 4 8Permitted Phases 8 2 2Actuated Green, G (s) 14.1 68.3 48.2 48.2 9.7 9.7Effective Green, g (s) 16.1 70.3 50.2 50.2 11.7 11.7Actuated g/C Ratio 0.18 0.78 0.56 0.56 0.13 0.13Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 614 2764 1974 883 230 206v/s Ratio Prot 0.12 c0.53 0.34v/s Ratio Perm 0.33 0.05 c0.07v/c Ratio 0.66 0.68 0.60 0.59 0.40 0.55Uniform Delay, d1 34.4 4.6 13.2 13.1 35.9 36.7Progression Factor 0.89 1.68 0.79 0.70 1.00 1.00Incremental Delay, d2 2.1 1.1 1.1 2.4 1.1 3.2Delay (s) 32.6 8.8 11.6 11.6 37.1 39.9Level of Service C A B B D DApproach Delay (s) 13.1 11.6 38.8 0.0Approach LOS B B D A

Intersection SummaryHCM Average Control Delay 13.8 HCM Level of Service BHCM Volume to Capacity ratio 0.66Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 96.8% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis45: 159th Street & Nall 11/8/2007



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 84 571 36 321 98 61 76 104Volume Left (vph) 84 0 36 0 98 0 76 0Volume Right (vph) 0 125 0 27 0 20 0 57Hadj (s) 0.53 -0.12 0.53 -0.03 0.53 -0.19 0.53 -0.35Departure Headway (s) 6.8 6.1 7.2 6.6 8.1 7.4 8.1 7.2Degree Utilization, x 0.16 0.97 0.07 0.59 0.22 0.12 0.17 0.21Capacity (veh/h) 514 571 487 524 428 467 428 480Control Delay (s) 9.8 53.1 9.5 17.4 12.2 10.2 11.5 10.9Approach Delay (s) 47.6 16.6 11.4 11.1Approach LOS E C B B

Intersection SummaryDelay 30.3HCM Level of Service DIntersection Capacity Utilization 53.6% ICU Level of Service AAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis51: 159th Street & Riggs Rd 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 21 666 32 26 409 24 13 5 14 26 5 24Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 23 724 35 28 445 26 14 5 15 28 5 26PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 471 759 1317 1314 741 1302 1318 458vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 471 759 1317 1314 741 1302 1318 458tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3p0 queue free % 98 97 88 96 96 77 96 96cM capacity (veh/h) 1091 853 120 150 416 124 149 603

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 23 759 28 471 35 60Volume Left 23 0 28 0 14 28Volume Right 0 35 0 26 15 26cSH 1091 1700 853 1700 182 194Volume to Capacity 0.02 0.45 0.03 0.28 0.19 0.31Queue Length 95th (ft) 2 0 3 0 17 31Control Delay (s) 8.4 0.0 9.4 0.0 29.3 31.6Lane LOS A A D DApproach Delay (s) 0.2 0.5 29.3 31.6Approach LOS D D


HCM Unsignalized Intersection Capacity Analysis60: North Drive & Metcalf Avenue 11/8/2007


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 21 6 0 324 519 0Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 23 7 0 352 564 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 766pX, platoon unblocked 0.84 0.84 0.84vC, conflicting volume 916 564 564vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 802 381 381tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 92 99 100cM capacity (veh/h) 295 557 985

Direction, Lane # EB 1 NB 1 SB 1 SB 2Volume Total 29 352 564 0Volume Left 23 0 0 0Volume Right 7 0 0 0cSH 330 985 1700 1700Volume to Capacity 0.09 0.00 0.33 0.00Queue Length 95th (ft) 7 0 0 0Control Delay (s) 17.0 0.0 0.0 0.0Lane LOS CApproach Delay (s) 17.0 0.0 0.0Approach LOS C


HCM Unsignalized Intersection Capacity Analysis63: 161st St & Metcalf Avenue 11/8/2007


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 73 48 13 251 480 45Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 79 52 14 273 522 49PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 1216pX, platoon unblocked 0.84 0.84 0.84vC, conflicting volume 847 546 571vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 718 358 387tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 76 91 99cM capacity (veh/h) 326 573 978

Direction, Lane # EB 1 EB 2 NB 1 SB 1Volume Total 79 52 287 571Volume Left 79 0 14 0Volume Right 0 52 0 49cSH 326 573 978 1700Volume to Capacity 0.24 0.09 0.01 0.34Queue Length 95th (ft) 23 7 1 0Control Delay (s) 19.6 11.9 0.6 0.0Lane LOS C B AApproach Delay (s) 16.5 0.6 0.0Approach LOS C


Queues65: 151st Street & Metcalf 11/8/2007


Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 351 791 510 141 838 429 417 175 489 415v/c Ratio 0.63 0.57 0.52 0.45 0.75 0.76 0.46 0.57 0.78 0.65Control Delay 34.5 22.6 11.5 44.0 31.7 45.6 25.3 47.4 45.5 25.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 34.5 22.6 11.5 44.0 31.7 45.6 25.3 47.4 45.5 25.7Queue Length 50th (ft) 87 187 166 40 218 121 86 50 141 167Queue Length 95th (ft) 138 245 187 70 290 #175 131 83 #208 270Internal Link Dist (ft) 2797 2562 3716 673Turn Bay Length (ft) 250 250 225 300 300 300Base Capacity (vph) 572 1383 976 310 1122 572 916 305 629 643Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.61 0.57 0.52 0.45 0.75 0.75 0.46 0.57 0.78 0.65


HCM Signalized Intersection Capacity Analysis65: 151st Street & Metcalf 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 323 728 469 130 649 122 395 270 114 161 450 382Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.95 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 3539 1583 3433 3455 3433 3381 3433 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 3539 1583 3433 3455 3433 3381 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 351 791 510 141 705 133 429 293 124 175 489 415RTOR Reduction (vph) 0 0 26 0 17 0 0 52 0 0 0 32Lane Group Flow (vph) 351 791 484 141 821 0 429 365 0 175 489 383Turn Type Prot pm+ov Prot Prot Prot pm+ovProtected Phases 7 4 5 3 8 5 2 1 6 7Permitted Phases 4 6Actuated Green, G (s) 12.5 33.2 46.0 6.1 26.8 12.8 20.7 6.0 13.9 26.4Effective Green, g (s) 14.5 35.2 50.0 8.1 28.8 14.8 22.7 8.0 15.9 30.4Actuated g/C Ratio 0.16 0.39 0.56 0.09 0.32 0.16 0.25 0.09 0.18 0.34Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 553 1384 950 309 1106 565 853 305 625 605v/s Ratio Prot c0.10 0.22 0.08 0.04 c0.24 c0.12 0.11 0.05 c0.14 c0.10v/s Ratio Perm 0.22 0.14v/c Ratio 0.63 0.57 0.51 0.46 0.74 0.76 0.43 0.57 0.78 0.63Uniform Delay, d1 35.3 21.5 12.4 38.9 27.3 35.9 28.2 39.4 35.4 25.1Progression Factor 0.86 0.98 1.06 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.7 1.3 0.3 1.1 4.5 5.8 0.3 2.6 6.3 2.2Delay (s) 32.1 22.3 13.4 39.9 31.8 41.7 28.5 42.0 41.7 27.3Level of Service C C B D C D C D D CApproach Delay (s) 21.6 33.0 35.2 36.2Approach LOS C C D D

Intersection SummaryHCM Average Control Delay 30.0 HCM Level of Service CHCM Volume to Capacity ratio 0.72Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 68.1% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis66: 162nd St & Metcalf Avenue 11/8/2007


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 25 25 25 239 503 25Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 27 27 27 260 547 27PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 874 560 574vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 874 560 574tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 91 95 97cM capacity (veh/h) 311 528 999

Direction, Lane # EB 1 NB 1 SB 1Volume Total 54 287 574Volume Left 27 27 0Volume Right 27 0 27cSH 392 999 1700Volume to Capacity 0.14 0.03 0.34Queue Length 95th (ft) 12 2 0Control Delay (s) 15.7 1.1 0.0Lane LOS C AApproach Delay (s) 15.7 1.1 0.0Approach LOS C


HCM Unsignalized Intersection Capacity Analysis69: 162nd Terr & Metcalf Avenue 11/8/2007


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 25 25 25 239 503 25Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 27 27 27 260 547 27PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 874 560 574vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 874 560 574tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 91 95 97cM capacity (veh/h) 311 528 999

Direction, Lane # EB 1 NB 1 SB 1Volume Total 54 287 574Volume Left 27 27 0Volume Right 27 0 27cSH 392 999 1700Volume to Capacity 0.14 0.03 0.34Queue Length 95th (ft) 12 2 0Control Delay (s) 15.7 1.1 0.0Lane LOS C AApproach Delay (s) 15.7 1.1 0.0Approach LOS C


Queues3: 159th Street & Antioch Road 11/8/2007

Ex + Dev PM Synchro 7 - ReportMetcalf Village Shops Page 1

Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 74 550 161 647 132 303 133 298v/c Ratio 0.17 0.45 0.32 0.53 0.68 0.42 0.70 0.42Control Delay 8.4 9.1 5.8 7.1 50.1 24.0 51.5 25.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 8.4 9.1 5.8 7.1 50.1 24.0 51.5 25.0Queue Length 50th (ft) 14 120 12 42 70 58 71 60Queue Length 95th (ft) 42 252 85 414 118 85 119 86Internal Link Dist (ft) 5202 1881 1482 3892Turn Bay Length (ft) 150 300 150 150Base Capacity (vph) 437 1226 511 1229 281 1001 277 996Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.17 0.45 0.32 0.53 0.47 0.30 0.48 0.30


HCM Signalized Intersection Capacity Analysis3: 159th Street & Antioch Road 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 68 393 113 148 471 124 121 193 86 122 195 79Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.97 1.00 0.97 1.00 0.95 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1800 1770 1804 1770 3376 1770 3386Flt Permitted 0.35 1.00 0.41 1.00 0.54 1.00 0.53 1.00Satd. Flow (perm) 646 1800 757 1804 1004 3376 991 3386Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 74 427 123 161 512 135 132 210 93 133 212 86RTOR Reduction (vph) 0 9 0 0 8 0 0 63 0 0 54 0Lane Group Flow (vph) 74 541 0 161 639 0 132 240 0 133 244 0Turn Type Perm Perm Perm PermProtected Phases 4 8 2 6Permitted Phases 4 8 2 6Actuated Green, G (s) 60.7 60.7 60.7 60.7 17.3 17.3 17.3 17.3Effective Green, g (s) 60.7 60.7 60.7 60.7 17.3 17.3 17.3 17.3Actuated g/C Ratio 0.67 0.67 0.67 0.67 0.19 0.19 0.19 0.19Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 436 1214 511 1217 193 649 190 651v/s Ratio Prot 0.30 c0.35 0.07 0.07v/s Ratio Perm 0.11 0.21 0.13 c0.13v/c Ratio 0.17 0.45 0.32 0.52 0.68 0.37 0.70 0.37Uniform Delay, d1 5.4 6.8 6.1 7.4 33.8 31.6 33.9 31.6Progression Factor 1.00 1.00 0.53 0.65 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 1.2 1.5 1.5 9.6 0.4 11.0 0.4Delay (s) 6.2 8.0 4.7 6.3 43.4 32.0 45.0 32.0Level of Service A A A A D C D CApproach Delay (s) 7.8 6.0 35.4 36.0Approach LOS A A D D

Intersection SummaryHCM Average Control Delay 17.7 HCM Level of Service BHCM Volume to Capacity ratio 0.56Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 72.2% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 202 395 176 107 330 325 214 454 103 525 684 297v/c Ratio 0.53 0.79 0.32 0.68 0.38 0.33 0.56 0.91 0.20 0.91 0.54 0.39Control Delay 42.7 41.7 7.3 62.8 29.8 8.1 44.2 63.2 6.6 37.2 21.7 2.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 42.7 41.7 7.3 62.8 29.8 8.1 44.2 63.2 6.6 37.2 21.7 2.4Queue Length 50th (ft) 46 174 13 60 82 67 60 136 0 221 178 3Queue Length 95th (ft) 94 #351 50 #138 122 113 96 #234 38 m#384 m214 m4Internal Link Dist (ft) 340 528 686 1424Turn Bay Length (ft) 300 300 200 200 175 175 300 300Base Capacity (vph) 381 497 551 157 867 1002 381 499 509 590 1259 754Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.53 0.79 0.32 0.68 0.38 0.32 0.56 0.91 0.20 0.89 0.54 0.39

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 186 363 162 98 304 299 197 418 95 483 629 273Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 1863 1583 1770 3539 1583 3433 3539 1583 1770 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 1863 1583 1770 3539 1583 3433 3539 1583 1770 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 202 395 176 107 330 325 214 454 103 525 684 297RTOR Reduction (vph) 0 0 129 0 0 17 0 0 75 0 0 191Lane Group Flow (vph) 202 395 47 107 330 308 214 454 28 525 684 106Turn Type Prot Perm Prot pt+ov Prot pt+ov Prot PermProtected Phases 7 4 3 8 8 1 5 2 2 3 1 6Permitted Phases 4 6Actuated Green, G (s) 7.9 22.0 22.0 6.0 20.1 53.4 8.0 10.7 22.7 27.3 30.0 30.0Effective Green, g (s) 9.9 24.0 24.0 8.0 22.1 55.4 10.0 12.7 24.7 29.3 32.0 32.0Actuated g/C Ratio 0.11 0.27 0.27 0.09 0.25 0.62 0.11 0.14 0.27 0.33 0.36 0.36Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 378 497 422 157 869 974 381 499 434 576 1258 563v/s Ratio Prot 0.06 c0.21 c0.06 0.09 0.19 0.06 c0.13 0.02 c0.30 0.19v/s Ratio Perm 0.03 0.07v/c Ratio 0.53 0.79 0.11 0.68 0.38 0.32 0.56 0.91 0.07 0.91 0.54 0.19Uniform Delay, d1 37.9 30.7 24.9 39.8 28.2 8.3 37.9 38.1 24.1 29.1 23.2 20.0Progression Factor 0.99 0.93 1.32 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.89 0.57Incremental Delay, d2 1.4 11.8 0.5 11.5 1.3 0.2 1.9 23.2 0.1 11.1 0.9 0.4Delay (s) 38.8 40.5 33.4 51.3 29.5 8.4 39.8 61.3 24.2 34.2 21.4 11.8Level of Service D D C D C A D E C C C BApproach Delay (s) 38.4 23.6 50.4 24.0Approach LOS D C D C

Intersection SummaryHCM Average Control Delay 32.2 HCM Level of Service CHCM Volume to Capacity ratio 0.80Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 76.2% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis14: 167th Street & SB US69 11/8/2007



Direction, Lane # EB 1 WB 1 SB 1Volume Total 127 145 159Volume Left 0 0 96Volume Right 0 0 63cSH 1700 1700 781Volume to Capacity 0.07 0.09 0.20Queue Length 95th (ft) 0 0 19Control Delay (s) 0.0 0.0 10.8Lane LOS BApproach Delay (s) 0.0 0.0 10.8Approach LOS B


HCM Unsignalized Intersection Capacity Analysis15: 167th Street & NB US69 11/8/2007



Direction, Lane # EB 1 EB 2 WB 1Volume Total 45 178 228Volume Left 45 0 0Volume Right 0 0 84cSH 1340 1700 1700Volume to Capacity 0.03 0.10 0.13Queue Length 95th (ft) 3 0 0Control Delay (s) 7.8 0.0 0.0Lane LOS AApproach Delay (s) 1.6 0.0Approach LOS


HCM Unsignalized Intersection Capacity Analysis16: 167th Street & Metcalf Avenue 11/8/2007



Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total (vph) 178 114 320 692Volume Left (vph) 87 37 51 28Volume Right (vph) 32 18 27 117Hadj (s) 0.03 0.00 0.01 -0.06Departure Headway (s) 6.9 7.1 6.0 5.5Degree Utilization, x 0.34 0.22 0.54 1.06Capacity (veh/h) 496 469 572 645Control Delay (s) 13.4 12.1 15.8 75.3Approach Delay (s) 13.4 12.1 15.8 75.3Approach LOS B B C F

Intersection SummaryDelay 46.7HCM Level of Service EIntersection Capacity Utilization 58.0% ICU Level of Service BAnalysis Period (min) 15



Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 1312 173 192 1173 611 611 809v/c Ratio 0.74 0.32 0.63 0.81 0.73 0.76 0.57Control Delay 32.5 6.3 58.8 23.5 23.9 26.9 16.9Queue Delay 0.0 0.0 0.0 0.7 0.0 0.0 0.0Total Delay 32.5 6.3 58.8 24.1 23.9 26.9 16.9Queue Length 50th (ft) 196 0 61 177 273 287 165Queue Length 95th (ft) 237 48 97 242 416 437 227Internal Link Dist (ft) 2753 290 699Turn Bay Length (ft) 200 350 600 600Base Capacity (vph) 1780 533 305 1455 841 803 1414Starvation Cap Reductn 0 0 0 79 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.74 0.32 0.63 0.85 0.73 0.76 0.57




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 1207 159 177 1079 0 0 0 0 1124 0 744Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 4.0 4.0 4.0 6.0 4.0Lane Util. Factor 0.86 1.00 0.97 0.95 0.95 0.95 0.88Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (prot) 6408 1583 3433 3539 1681 1681 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (perm) 6408 1583 3433 3539 1681 1681 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1312 173 192 1173 0 0 0 0 1222 0 809RTOR Reduction (vph) 0 0 129 0 0 0 0 0 0 0 0 20Lane Group Flow (vph) 0 1312 44 192 1173 0 0 0 0 611 611 789Turn Type Perm Prot Perm PermProtected Phases 4 3 8 6Permitted Phases 4 6 6Actuated Green, G (s) 23.0 23.0 6.0 35.0 43.0 43.0 43.0Effective Green, g (s) 25.0 23.0 8.0 37.0 45.0 43.0 45.0Actuated g/C Ratio 0.28 0.26 0.09 0.41 0.50 0.48 0.50Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 1780 405 305 1455 841 803 1394v/s Ratio Prot 0.20 0.06 c0.33v/s Ratio Perm 0.03 c0.36 0.36 0.28v/c Ratio 0.74 0.11 0.63 0.81 0.73 0.76 0.57Uniform Delay, d1 29.5 25.7 39.6 23.3 17.7 19.3 15.7Progression Factor 1.00 1.00 1.28 0.82 1.00 1.00 1.00Incremental Delay, d2 2.8 0.5 7.7 4.0 5.4 6.7 1.7Delay (s) 32.3 26.2 58.3 23.1 23.1 26.0 17.4Level of Service C C E C C C BApproach Delay (s) 31.6 28.1 0.0 21.7Approach LOS C C A C

Intersection SummaryHCM Average Control Delay 26.5 HCM Level of Service CHCM Volume to Capacity ratio 0.76Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 116.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT WBT WBR NBL NBRLane Group Flow (vph) 407 2127 1273 951 92 192v/c Ratio 0.82 0.77 0.61 0.83 0.39 0.82Control Delay 51.7 7.8 8.5 8.1 41.1 60.9Queue Delay 0.0 1.9 0.0 0.0 0.0 0.0Total Delay 51.7 9.6 8.5 8.1 41.1 60.9Queue Length 50th (ft) 127 179 137 37 49 93Queue Length 95th (ft) m#193 244 m172 m62 96 #208Internal Link Dist (ft) 290 2797Turn Bay Length (ft)Base Capacity (vph) 496 2753 2084 1151 236 234Starvation Cap Reductn 0 442 0 0 0 0Spillback Cap Reductn 0 0 29 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.82 0.92 0.62 0.83 0.39 0.82




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 374 1957 0 0 1171 875 85 0 177 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 3539 3539 1583 1770 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 3433 3539 3539 1583 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 407 2127 0 0 1273 951 92 0 192 0 0 0RTOR Reduction (vph) 0 0 0 0 0 219 0 0 23 0 0 0Lane Group Flow (vph) 407 2127 0 0 1273 732 92 0 169 0 0 0Turn Type Prot Perm custom customProtected Phases 7 4 8Permitted Phases 8 2 2Actuated Green, G (s) 11.0 68.0 51.0 51.0 10.0 10.0Effective Green, g (s) 13.0 70.0 53.0 53.0 12.0 12.0Actuated g/C Ratio 0.14 0.78 0.59 0.59 0.13 0.13Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 496 2753 2084 932 236 211v/s Ratio Prot 0.12 c0.60 0.36v/s Ratio Perm 0.46 0.05 c0.11v/c Ratio 0.82 0.77 0.61 0.79 0.39 0.80Uniform Delay, d1 37.4 5.6 11.9 14.2 35.7 37.8Progression Factor 1.10 1.08 0.62 0.39 1.00 1.00Incremental Delay, d2 9.7 1.4 1.0 4.8 4.8 26.3Delay (s) 50.9 7.4 8.3 10.4 40.4 64.1Level of Service D A A B D EApproach Delay (s) 14.4 9.2 56.4 0.0Approach LOS B A E A

Intersection SummaryHCM Average Control Delay 14.5 HCM Level of Service BHCM Volume to Capacity ratio 0.78Actuated Cycle Length (s) 90.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 116.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis45: 159th Street & Nall 11/8/2007



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total (vph) 127 665 36 402 111 62 76 148Volume Left (vph) 127 0 36 0 111 0 76 0Volume Right (vph) 0 134 0 27 0 20 0 100Hadj (s) 0.53 -0.11 0.53 -0.01 0.53 -0.19 0.53 -0.44Departure Headway (s) 7.2 6.5 7.5 6.9 8.4 7.7 8.3 7.4Degree Utilization, x 0.25 1.21 0.07 0.78 0.26 0.13 0.18 0.30Capacity (veh/h) 485 555 468 507 409 442 413 467Control Delay (s) 11.4 131.8 9.9 28.8 13.2 10.7 11.9 12.4Approach Delay (s) 112.5 27.3 12.3 12.2Approach LOS F D B B

Intersection SummaryDelay 65.1HCM Level of Service FIntersection Capacity Utilization 63.5% ICU Level of Service BAnalysis Period (min) 15




Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 SB 1Volume Total 23 897 28 609 35 60Volume Left 23 0 28 0 14 28Volume Right 0 35 0 26 15 26cSH 970 1700 757 1700 122 127Volume to Capacity 0.02 0.53 0.04 0.36 0.29 0.47Queue Length 95th (ft) 2 0 3 0 27 53Control Delay (s) 8.8 0.0 9.9 0.0 46.1 56.3Lane LOS A A E FApproach Delay (s) 0.2 0.4 46.1 56.3Approach LOS E F


HCM Unsignalized Intersection Capacity Analysis54: 159th Street & West Drive 11/8/2007


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (veh/h) 792 147 0 701 0 77Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 861 160 0 762 0 84PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 608pX, platoon unblocked 0.80 0.80 0.80vC, conflicting volume 1021 1703 941vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 900 1754 800tC, single (s) 4.1 6.4 6.2tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 73cM capacity (veh/h) 603 75 308

Direction, Lane # EB 1 WB 1 NB 1Volume Total 1021 762 84Volume Left 0 0 0Volume Right 160 0 84cSH 1700 1700 308Volume to Capacity 0.60 0.45 0.27Queue Length 95th (ft) 0 0 27Control Delay (s) 0.0 0.0 21.0Lane LOS CApproach Delay (s) 0.0 0.0 21.0Approach LOS C

Intersection SummaryAverage Delay 0.9Intersection Capacity Utilization 62.0% ICU Level of Service BAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis57: 159th Street & East Drive 11/8/2007



Direction, Lane # EB 1 WB 1 WB 2 NB 1 NB 2Volume Total 945 143 479 283 83Volume Left 0 143 0 283 0Volume Right 108 0 0 0 83cSH 1700 673 1700 69 335Volume to Capacity 0.56 0.21 0.28 4.07 0.25Queue Length 95th (ft) 0 20 0 Err 24Control Delay (s) 0.0 11.8 0.0 Err 19.2Lane LOS B F CApproach Delay (s) 0.0 2.7 7741.7Approach LOS F

Intersection SummaryAverage Delay 1463.9Intersection Capacity Utilization 78.2% ICU Level of Service DAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 0 27 0 0 178 0 511 14 0 890 0Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 29 0 0 193 0 555 15 0 967 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 766pX, platoon unblocked 0.76 0.76 0.76 0.76 0.76 0.76vC, conflicting volume 1439 1538 967 1560 1530 285 967 571vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1419 1550 797 1579 1540 285 797 571tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 100 100 88 100 100 73 100 100cM capacity (veh/h) 53 85 250 49 87 711 622 998

Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 29 193 370 200 967 0Volume Left 0 0 0 0 0 0Volume Right 29 193 0 15 0 0cSH 250 711 1700 1700 1700 1700Volume to Capacity 0.12 0.27 0.22 0.12 0.57 0.00Queue Length 95th (ft) 10 28 0 0 0 0Control Delay (s) 21.3 11.9 0.0 0.0 0.0 0.0Lane LOS C BApproach Delay (s) 21.3 11.9 0.0 0.0Approach LOS C B


HCM Unsignalized Intersection Capacity Analysis63: 161st St & Metcalf Avenue 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 73 0 48 51 0 145 13 308 27 300 551 45Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 79 0 52 55 0 158 14 335 29 326 599 49PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 1216pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81vC, conflicting volume 1796 1668 623 1681 1678 349 648 364vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1865 1707 418 1723 1719 349 449 364tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 0 100 90 0 100 77 98 73cM capacity (veh/h) 27 53 514 40 52 694 901 1194

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total 79 52 55 158 14 364 326 648Volume Left 79 0 55 0 14 0 326 0Volume Right 0 52 0 158 0 29 0 49cSH 27 514 40 694 901 1700 1194 1700Volume to Capacity 2.92 0.10 1.39 0.23 0.02 0.21 0.27 0.38Queue Length 95th (ft) 240 8 141 22 1 0 28 0Control Delay (s) 1170.8 12.8 438.0 11.7 9.1 0.0 9.1 0.0Lane LOS F B F B A AApproach Delay (s) 711.4 122.6 0.3 3.1Approach LOS F F




Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 351 791 792 185 838 729 556 175 584 415v/c Ratio 0.92 0.72 0.82 0.61 0.83 0.87 0.47 0.57 0.93 0.75Control Delay 60.4 34.1 19.7 48.5 37.3 34.0 13.1 47.4 59.7 34.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 60.4 34.1 19.7 48.5 37.3 34.0 13.1 47.4 59.7 34.8Queue Length 50th (ft) 106 212 182 53 227 130 101 50 173 192Queue Length 95th (ft) m#164 m260 m#251 87 #306 m#258 m132 83 #275 #332Internal Link Dist (ft) 2797 2562 3716 1794Turn Bay Length (ft) 250 250 225 300 300 300Base Capacity (vph) 381 1101 961 305 1015 839 1180 305 629 550Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.92 0.72 0.82 0.61 0.83 0.87 0.47 0.57 0.93 0.75




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 323 728 729 170 649 122 671 358 154 161 537 382Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.95 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 3539 1583 3433 3455 3433 3380 3433 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 3539 1583 3433 3455 3433 3380 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 351 791 792 185 705 133 729 389 167 175 584 415RTOR Reduction (vph) 0 0 13 0 17 0 0 53 0 0 0 23Lane Group Flow (vph) 351 791 779 185 821 0 729 503 0 175 584 392Turn Type Prot pm+ov Prot Prot Prot pm+ovProtected Phases 7 4 5 3 8 5 2 1 6 7Permitted Phases 4 6Actuated Green, G (s) 8.0 26.0 46.0 6.0 24.0 20.0 28.0 6.0 14.0 22.0Effective Green, g (s) 10.0 28.0 50.0 8.0 26.0 22.0 30.0 8.0 16.0 26.0Actuated g/C Ratio 0.11 0.31 0.56 0.09 0.29 0.24 0.33 0.09 0.18 0.29Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 381 1101 950 305 998 839 1127 305 629 528v/s Ratio Prot 0.10 0.22 c0.20 0.05 0.24 c0.21 0.15 0.05 c0.17 c0.08v/s Ratio Perm 0.29 0.16v/c Ratio 0.92 0.72 0.82 0.61 0.82 0.87 0.45 0.57 0.93 0.74Uniform Delay, d1 39.6 27.5 16.3 39.5 29.8 32.6 23.5 39.4 36.4 29.0Progression Factor 0.95 1.13 0.98 1.00 1.00 0.68 0.58 1.00 1.00 1.00Incremental Delay, d2 21.0 2.5 4.9 8.7 7.6 10.7 1.1 7.6 22.0 9.1Delay (s) 58.6 33.7 21.0 48.2 37.5 32.9 14.9 47.0 58.5 38.0Level of Service E C C D D C B D E DApproach Delay (s) 33.0 39.4 25.1 49.5Approach LOS C D C D

Intersection SummaryHCM Average Control Delay 35.9 HCM Level of Service DHCM Volume to Capacity ratio 0.80Actuated Cycle Length (s) 90.0 Sum of lost time (s) 4.0Intersection Capacity Utilization 78.4% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 WB 1 NB 1 SB 1Volume Total 54 40 383 707Volume Left 27 0 27 0Volume Right 27 40 37 27cSH 244 705 892 1700Volume to Capacity 0.22 0.06 0.03 0.42Queue Length 95th (ft) 21 5 2 0Control Delay (s) 24.0 10.4 1.0 0.0Lane LOS C B AApproach Delay (s) 24.0 10.4 1.0 0.0Approach LOS C B


HCM Unsignalized Intersection Capacity Analysis69: 162nd Terr & Metcalf Avenue 11/8/2007



Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1 SB 2Volume Total 27 27 49 21 27 370 99 608Volume Left 27 0 49 0 27 0 99 0Volume Right 0 27 0 21 0 42 0 27cSH 145 505 139 695 971 1700 1189 1700Volume to Capacity 0.19 0.05 0.35 0.03 0.03 0.22 0.08 0.36Queue Length 95th (ft) 17 4 36 2 2 0 7 0Control Delay (s) 35.4 12.5 44.5 10.3 8.8 0.0 8.3 0.0Lane LOS E B E B A AApproach Delay (s) 24.0 34.4 0.6 1.2Approach LOS C D



2030 MP P.M. Synchro 7 - ReportMetcalf Village Shops Page 1

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 47 1177 312 359 1590 340 251 515 205 312 2049v/c Ratio 0.57 0.91 0.52 0.97 0.94 0.39 0.95 0.31 0.27 0.72 1.07Control Delay 87.2 58.5 35.1 81.6 43.9 11.9 103.5 33.6 20.0 64.6 81.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 87.2 58.5 35.1 81.6 43.9 11.9 103.5 33.6 20.0 64.6 81.4Queue Length 50th (ft) 40 354 201 147 491 161 110 120 95 130 ~701Queue Length 95th (ft) #95 #436 296 #255 #607 213 #195 154 150 180 #797Internal Link Dist (ft) 5202 1059 1482 3892Turn Bay Length (ft) 150 150 300 150 300 150 300Base Capacity (vph) 82 1291 598 370 1698 892 264 1669 771 475 1914Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.57 0.91 0.52 0.97 0.94 0.38 0.95 0.31 0.27 0.66 1.07

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 43 1083 287 330 1463 313 231 474 189 287 1856 29Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 3433 5085 1583 3433 5073Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 3433 5085 1583 3433 5073Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 47 1177 312 359 1590 340 251 515 205 312 2017 32RTOR Reduction (vph) 0 0 1 0 0 81 0 0 8 0 1 0Lane Group Flow (vph) 47 1177 311 359 1590 259 251 515 197 312 2048 0Turn Type Prot pm+ov Prot pm+ov Prot pm+ov ProtProtected Phases 7 4 5 3 8 1 5 2 3 1 6Permitted Phases 4 8 2Actuated Green, G (s) 4.8 33.0 43.0 14.0 42.2 58.5 10.0 42.7 56.7 16.3 49.0Effective Green, g (s) 4.8 33.0 43.0 14.0 42.2 58.5 10.0 42.7 56.7 16.3 49.0Actuated g/C Ratio 0.04 0.25 0.33 0.11 0.32 0.45 0.08 0.33 0.44 0.13 0.38Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 65 1291 597 370 1651 785 264 1670 763 430 1912v/s Ratio Prot 0.03 0.23 0.04 c0.10 c0.31 0.04 0.07 0.10 0.03 c0.09 c0.40v/s Ratio Perm 0.16 0.12 0.10v/c Ratio 0.72 0.91 0.52 0.97 0.96 0.33 0.95 0.31 0.26 0.73 1.07Uniform Delay, d1 61.9 47.1 35.2 57.8 43.1 23.1 59.8 32.6 23.3 54.7 40.5Progression Factor 1.00 1.00 1.00 0.82 0.81 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 32.6 11.2 0.8 32.4 12.1 0.2 41.9 0.1 0.2 6.0 42.6Delay (s) 94.5 58.3 36.0 79.8 47.2 23.2 101.7 32.7 23.5 60.7 83.1Level of Service F E D E D C F C C E FApproach Delay (s) 54.9 48.7 48.6 80.1Approach LOS D D D F

Intersection SummaryHCM Average Control Delay 60.4 HCM Level of Service EHCM Volume to Capacity ratio 1.05Actuated Cycle Length (s) 130.0 Sum of lost time (s) 24.0Intersection Capacity Utilization 96.4% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 521 1309 221 358 1593 193 246 1140 304 367 2587 692v/c Ratio 1.23 0.88 0.36 0.97 1.13 0.26 1.17 0.69 0.41 0.71 1.22 0.77Control Delay 178.2 37.7 20.4 96.9 111.4 21.8 157.2 31.7 18.9 72.1 121.9 11.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 178.2 37.7 20.4 96.9 111.4 21.8 157.2 31.7 18.9 72.1 121.9 11.1Queue Length 50th (ft) ~270 408 95 157 ~569 93 ~123 205 113 142 ~980 321Queue Length 95th (ft) #386 479 174 #257 #667 147 m#191 m225 m145 m113 m410 m78Internal Link Dist (ft) 340 528 686 1424Turn Bay Length (ft) 300 300 300 300 300 300 300 300Base Capacity (vph) 423 1486 610 370 1408 746 211 1656 743 555 2112 902Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.23 0.88 0.36 0.97 1.13 0.26 1.17 0.69 0.41 0.66 1.22 0.77

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 479 1204 203 329 1466 178 226 1049 280 338 2380 637Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 5085 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 5085 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 521 1309 221 358 1593 193 246 1140 304 367 2587 692RTOR Reduction (vph) 0 0 1 0 0 3 0 0 9 0 0 0Lane Group Flow (vph) 521 1309 220 358 1593 190 246 1140 295 367 2587 692Turn Type Prot pm+ov Prot pm+ov Prot pm+ov Prot pm+ovProtected Phases 7 4 5 3 8 1 5 2 3 1 6 7Permitted Phases 4 8 2 6Actuated Green, G (s) 14.0 36.0 42.0 12.0 34.0 51.7 6.0 40.3 52.3 17.7 52.0 66.0Effective Green, g (s) 16.0 38.0 46.0 14.0 36.0 55.7 8.0 42.3 56.3 19.7 54.0 70.0Actuated g/C Ratio 0.12 0.29 0.35 0.11 0.28 0.43 0.06 0.33 0.43 0.15 0.42 0.54Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 423 1486 609 370 1408 727 211 1655 734 520 2112 901v/s Ratio Prot c0.15 0.26 0.02 0.10 c0.31 0.04 c0.07 0.22 0.04 0.11 c0.51 0.09v/s Ratio Perm 0.12 0.08 0.14 0.34v/c Ratio 1.23 0.88 0.36 0.97 1.13 0.26 1.17 0.69 0.40 0.71 1.22 0.77Uniform Delay, d1 57.0 43.8 31.1 57.8 47.0 23.9 61.0 38.1 25.3 52.4 38.0 23.6Progression Factor 1.29 0.70 0.66 1.00 1.00 1.00 0.89 0.77 0.78 1.36 0.45 0.47Incremental Delay, d2 120.8 6.8 0.3 37.8 68.6 0.2 109.8 2.0 0.3 0.4 101.6 0.4Delay (s) 194.5 37.3 20.8 95.6 115.6 24.1 164.1 31.3 20.0 71.8 118.6 11.5Level of Service F D C F F C F C B E F BApproach Delay (s) 75.5 104.0 48.6 93.6Approach LOS E F D F

Intersection SummaryHCM Average Control Delay 84.1 HCM Level of Service FHCM Volume to Capacity ratio 1.19Actuated Cycle Length (s) 130.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 107.8% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

Queues14: 167th Street & SB US69 11/8/2007


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 928 208 129 1402 191 192 679v/c Ratio 0.54 0.24 0.66 0.62 0.41 0.41 0.82Control Delay 28.7 4.8 83.8 7.3 42.8 42.9 50.5Queue Delay 0.0 0.0 0.0 0.5 0.0 0.0 0.0Total Delay 28.7 4.8 83.8 7.8 42.8 42.9 50.5Queue Length 50th (ft) 305 4 125 136 149 150 297Queue Length 95th (ft) 451 58 m122 178 207 208 347Internal Link Dist (ft) 1419 456 1188Turn Bay Length (ft)Base Capacity (vph) 1724 854 256 2261 566 566 988Starvation Cap Reductn 0 0 0 415 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.54 0.24 0.50 0.76 0.34 0.34 0.69


HCM Signalized Intersection Capacity Analysis14: 167th Street & SB US69 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 854 191 119 1290 0 0 0 0 352 0 625Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.95 1.00 1.00 0.95 0.95 0.95 0.88Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (prot) 3539 1545 1770 3539 1681 1681 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (perm) 3539 1545 1770 3539 1681 1681 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 928 208 129 1402 0 0 0 0 383 0 679RTOR Reduction (vph) 0 0 103 0 0 0 0 0 0 0 0 53Lane Group Flow (vph) 0 928 105 129 1402 0 0 0 0 191 192 626Confl. Peds. (#/hr) 4Turn Type Perm Prot Perm PermProtected Phases 4 3 8 6Permitted Phases 4 6 6Actuated Green, G (s) 67.7 67.7 15.5 89.2 38.8 38.8 38.8Effective Green, g (s) 67.7 67.7 15.5 89.2 38.8 38.8 38.8Actuated g/C Ratio 0.48 0.48 0.11 0.64 0.28 0.28 0.28Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1711 747 196 2255 466 466 772v/s Ratio Prot 0.26 0.07 c0.40v/s Ratio Perm 0.07 0.11 0.11 c0.22v/c Ratio 0.54 0.14 0.66 0.62 0.41 0.41 0.81Uniform Delay, d1 25.3 20.0 59.7 15.3 41.3 41.3 47.2Progression Factor 1.00 1.00 1.28 0.40 1.00 1.00 1.00Incremental Delay, d2 1.2 0.4 4.0 0.7 0.6 0.6 6.4Delay (s) 26.5 20.4 80.2 6.8 41.9 41.9 53.6Level of Service C C F A D D DApproach Delay (s) 25.4 13.0 0.0 49.4Approach LOS C B A D

Intersection SummaryHCM Average Control Delay 27.1 HCM Level of Service CHCM Volume to Capacity ratio 0.68Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 83.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

Queues15: 167th Street & NB US69 11/8/2007


Lane Group EBL EBT WBT NBL NBT NBRLane Group Flow (vph) 289 1022 1853 67 67 99v/c Ratio 0.86 0.34 0.87 0.65 0.65 0.52Control Delay 69.2 2.8 16.7 91.7 91.7 21.7Queue Delay 0.0 0.2 0.0 0.0 0.0 0.0Total Delay 69.2 3.0 16.7 91.7 91.7 21.7Queue Length 50th (ft) 274 140 608 63 63 0Queue Length 95th (ft) #385 118 m209 #147 #147 59Internal Link Dist (ft) 456 2242 1089Turn Bay Length (ft) 250Base Capacity (vph) 379 3038 2137 105 105 192Starvation Cap Reductn 0 972 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.76 0.49 0.87 0.64 0.64 0.52


HCM Signalized Intersection Capacity Analysis15: 167th Street & NB US69 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 266 940 0 0 1286 419 123 0 91 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00Frt 1.00 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 1770 3539 3409 1681 1681 1583Flt Permitted 0.95 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 1770 3539 3409 1681 1681 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 289 1022 0 0 1398 455 134 0 99 0 0 0RTOR Reduction (vph) 0 0 0 0 21 0 0 0 93 0 0 0Lane Group Flow (vph) 289 1022 0 0 1832 0 67 67 6 0 0 0Turn Type Prot Perm PermProtected Phases 7 4 8 2Permitted Phases 2 2Actuated Green, G (s) 26.6 119.4 86.8 8.6 8.6 8.6Effective Green, g (s) 26.6 119.4 86.8 8.6 8.6 8.6Actuated g/C Ratio 0.19 0.85 0.62 0.06 0.06 0.06Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 336 3018 2114 103 103 97v/s Ratio Prot c0.16 0.29 c0.54v/s Ratio Perm c0.04 0.04 0.00v/c Ratio 0.86 0.34 0.87 0.65 0.65 0.06Uniform Delay, d1 54.9 2.1 21.8 64.2 64.2 61.9Progression Factor 0.87 1.17 0.64 1.00 1.00 1.00Incremental Delay, d2 17.8 0.3 2.2 13.8 13.8 0.3Delay (s) 65.4 2.8 16.2 78.0 78.0 62.2Level of Service E A B E E EApproach Delay (s) 16.6 16.2 71.3 0.0Approach LOS B B E A




Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 175 575 293 25 647 78 418 1122 95 164 2512 442v/c Ratio 1.39 0.95 0.48 0.33 1.28 0.15 1.50 0.65 0.10 0.74 1.55 0.49Control Delay 259.7 79.7 24.6 76.9 186.9 17.6 284.0 29.4 3.0 78.8 281.2 19.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 259.7 79.7 24.6 76.9 186.9 17.6 284.0 29.4 3.0 78.8 281.2 19.3Queue Length 50th (ft) ~213 289 168 23 ~392 23 ~527 397 0 145 ~1693 221Queue Length 95th (ft) #363 #396 216 55 #517 61 #739 494 26 222 #1817 310Internal Link Dist (ft) 2242 1419 1420 2850Turn Bay Length (ft) 150 150Base Capacity (vph) 126 607 616 76 506 559 278 1733 951 266 1618 911Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.39 0.95 0.48 0.33 1.28 0.14 1.50 0.65 0.10 0.62 1.55 0.49




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 161 529 270 23 595 72 385 1032 87 151 2311 407Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 175 575 293 25 647 78 418 1122 95 164 2512 442RTOR Reduction (vph) 0 0 30 0 0 31 0 0 44 0 0 8Lane Group Flow (vph) 175 575 263 25 647 47 418 1122 51 164 2512 434Turn Type Prot pm+ov Prot pm+ov Prot pm+ov Prot pm+ovProtected Phases 7 4 5 3 8 1 5 2 3 1 6 7Permitted Phases 4 8 2 6Actuated Green, G (s) 10.0 24.0 46.0 6.0 20.0 37.4 22.0 68.6 74.6 17.4 64.0 74.0Effective Green, g (s) 10.0 24.0 46.0 6.0 20.0 37.4 22.0 68.6 74.6 17.4 64.0 74.0Actuated g/C Ratio 0.07 0.17 0.33 0.04 0.14 0.27 0.16 0.49 0.53 0.12 0.46 0.53Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 126 607 588 76 506 491 278 1734 911 220 1618 905v/s Ratio Prot c0.10 c0.16 0.07 0.01 c0.18 0.01 c0.24 c0.32 0.00 0.09 c0.71 0.03v/s Ratio Perm 0.10 0.02 0.03 0.24v/c Ratio 1.39 0.95 0.45 0.33 1.28 0.10 1.50 0.65 0.06 0.75 1.55 0.48Uniform Delay, d1 65.0 57.4 37.0 65.0 60.0 38.6 59.0 26.7 15.7 59.2 38.0 20.8Progression Factor 0.99 0.96 0.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 214.6 24.8 0.5 2.5 140.0 0.1 244.5 0.8 0.0 12.8 251.7 0.4Delay (s) 278.7 79.8 29.3 67.6 200.0 38.7 303.5 27.5 15.8 72.0 289.7 21.3Level of Service F E C E F D F C B E F CApproach Delay (s) 99.0 178.8 97.4 240.2Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 175.0 HCM Level of Service FHCM Volume to Capacity ratio 1.66Actuated Cycle Length (s) 140.0 Sum of lost time (s) 36.0Intersection Capacity Utilization 130.6% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

Queues20: 159th Street & US 69 SB 11/8/2007


Lane Group EBT EBR WBL WBT SBL SBRLane Group Flow (vph) 1880 334 620 2048 607 604v/c Ratio 0.75 0.29 0.73 0.65 0.62 0.75Control Delay 22.3 1.0 81.7 10.9 43.7 47.4Queue Delay 0.0 0.0 22.4 0.4 0.4 0.0Total Delay 22.3 1.0 104.2 11.3 44.2 47.4Queue Length 50th (ft) 316 5 288 116 229 255Queue Length 95th (ft) 371 m5 350 160 292 332Internal Link Dist (ft) 840 296Turn Bay Length (ft) 250Base Capacity (vph) 2495 1141 845 3168 977 808Starvation Cap Reductn 0 0 235 544 0 0Spillback Cap Reductn 0 0 0 0 95 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.75 0.29 1.02 0.78 0.69 0.75


HCM Signalized Intersection Capacity Analysis20: 159th Street & US 69 SB 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 1730 307 570 1884 0 0 0 0 558 0 556Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.81 0.88 0.97 0.91 0.97 0.88Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 7544 2787 3433 5085 3433 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 7544 2787 3433 5085 3433 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1880 334 620 2048 0 0 0 0 607 0 604RTOR Reduction (vph) 0 0 220 0 0 0 0 0 0 0 0 15Lane Group Flow (vph) 0 1880 114 620 2048 0 0 0 0 607 0 589Turn Type Perm Prot custom customProtected Phases 4 3 8Permitted Phases 4 6 6Actuated Green, G (s) 43.0 43.0 32.0 81.0 37.0 37.0Effective Green, g (s) 43.0 43.0 32.0 81.0 37.0 37.0Actuated g/C Ratio 0.33 0.33 0.25 0.62 0.28 0.28Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 2495 922 845 3168 977 793v/s Ratio Prot c0.25 c0.18 0.40v/s Ratio Perm 0.04 0.18 c0.21v/c Ratio 0.75 0.12 0.73 0.65 0.62 0.74Uniform Delay, d1 38.8 30.4 45.1 15.5 40.4 42.2Progression Factor 0.53 0.15 1.71 0.65 1.00 1.00Incremental Delay, d2 1.7 0.2 3.8 0.7 3.0 6.2Delay (s) 22.2 4.8 81.1 10.7 43.4 48.4Level of Service C A F B D DApproach Delay (s) 19.6 27.1 0.0 45.9Approach LOS B C A D


Queues32: 159th Street & US 69 NB 11/8/2007


Lane Group EBL EBT WBT WBR NBL NBT NBRLane Group Flow (vph) 566 1921 2429 509 119 119 208v/c Ratio 0.69 0.53 0.76 0.37 0.35 0.35 0.61Control Delay 63.8 8.7 16.9 0.4 48.3 48.3 49.6Queue Delay 7.5 0.6 0.1 0.0 1.7 1.7 0.0Total Delay 71.3 9.2 17.0 0.4 50.0 50.0 49.6Queue Length 50th (ft) 263 172 186 0 91 91 140Queue Length 95th (ft) 323 184 m167 m0 155 155 227Internal Link Dist (ft) 296 1334 487Turn Bay Length (ft) 200Base Capacity (vph) 819 3599 3192 1390 336 336 339Starvation Cap Reductn 209 1130 0 0 0 0 0Spillback Cap Reductn 0 0 113 0 108 108 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.93 0.78 0.79 0.37 0.52 0.52 0.61


HCM Signalized Intersection Capacity Analysis32: 159th Street & US 69 NB 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 521 1767 0 0 2235 468 219 0 191 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 0.91 0.81 0.88 0.95 0.95 1.00Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 3433 5085 7544 2787 1681 1681 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 3433 5085 7544 2787 1681 1681 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 566 1921 0 0 2429 509 238 0 208 0 0 0RTOR Reduction (vph) 0 0 0 0 0 211 0 0 22 0 0 0Lane Group Flow (vph) 566 1921 0 0 2429 298 119 119 186 0 0 0Turn Type Prot Perm Perm PermProtected Phases 7 4 8 2Permitted Phases 8 2 2Actuated Green, G (s) 31.0 92.0 55.0 55.0 26.0 26.0 26.0Effective Green, g (s) 31.0 92.0 55.0 55.0 26.0 26.0 26.0Actuated g/C Ratio 0.24 0.71 0.42 0.42 0.20 0.20 0.20Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 819 3599 3192 1179 336 336 317v/s Ratio Prot c0.16 0.38 c0.32v/s Ratio Perm 0.11 0.07 0.07 c0.12v/c Ratio 0.69 0.53 0.76 0.25 0.35 0.35 0.59Uniform Delay, d1 45.1 8.9 31.9 24.2 44.8 44.8 47.1Progression Factor 1.33 0.92 0.50 0.01 1.00 1.00 1.00Incremental Delay, d2 3.3 0.4 0.8 0.2 2.9 2.9 7.7Delay (s) 63.3 8.6 16.8 0.5 47.7 47.7 54.8Level of Service E A B A D D DApproach Delay (s) 21.0 14.0 51.0 0.0Approach LOS C B D A




Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 2023 91 203 1992 404 405 1026v/c Ratio 0.71 0.13 0.59 0.98 0.66 0.70 1.01Control Delay 30.8 8.1 73.7 28.3 41.3 44.2 70.8Queue Delay 0.6 0.0 0.0 13.6 0.6 0.7 0.0Total Delay 31.5 8.1 73.7 41.9 41.9 44.8 70.8Queue Length 50th (ft) 394 11 94 314 298 308 ~491Queue Length 95th (ft) 437 45 m103 m#1003 424 435 #657Internal Link Dist (ft) 2753 290 699Turn Bay Length (ft) 200 350 600 600Base Capacity (vph) 2859 721 343 2042 608 582 1018Starvation Cap Reductn 0 0 0 109 0 0 0Spillback Cap Reductn 430 0 0 0 41 36 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.83 0.13 0.59 1.03 0.71 0.74 1.01




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 1861 84 187 1833 0 0 0 0 744 0 944Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 4.0 4.0 4.0 6.0 4.0Lane Util. Factor 0.86 1.00 0.97 0.95 0.95 0.95 0.88Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (prot) 6408 1583 3433 3539 1681 1681 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (perm) 6408 1583 3433 3539 1681 1681 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2023 91 203 1992 0 0 0 0 809 0 1026RTOR Reduction (vph) 0 0 39 0 0 0 0 0 0 0 0 11Lane Group Flow (vph) 0 2023 52 203 1992 0 0 0 0 404 405 1015Turn Type Perm Prot Perm PermProtected Phases 4 3 8 6Permitted Phases 4 6 6Actuated Green, G (s) 56.0 56.0 11.0 73.0 45.0 45.0 45.0Effective Green, g (s) 58.0 56.0 13.0 75.0 47.0 45.0 47.0Actuated g/C Ratio 0.45 0.43 0.10 0.58 0.36 0.35 0.36Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 2859 682 343 2042 608 582 1008v/s Ratio Prot 0.32 0.06 c0.56v/s Ratio Perm 0.03 0.24 0.24 c0.36v/c Ratio 0.71 0.08 0.59 0.98 0.66 0.70 1.01Uniform Delay, d1 29.1 21.8 56.0 26.6 34.9 36.6 41.5Progression Factor 1.00 1.00 1.25 0.70 1.00 1.00 1.00Incremental Delay, d2 1.5 0.2 3.4 8.8 5.7 6.7 30.1Delay (s) 30.6 22.0 73.3 27.5 40.5 43.4 71.6Level of Service C C E C D D EApproach Delay (s) 30.3 31.8 0.0 58.5Approach LOS C C A E

Intersection SummaryHCM Average Control Delay 39.2 HCM Level of Service DHCM Volume to Capacity ratio 0.99Actuated Cycle Length (s) 130.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 130.4% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT WBT WBR NBL NBRLane Group Flow (vph) 352 2507 2016 576 120 312v/c Ratio 0.95 0.95 0.94 0.51 0.35 1.00Control Delay 98.5 22.7 11.3 0.2 49.0 100.6Queue Delay 0.0 28.0 1.0 0.0 585.7 0.0Total Delay 98.5 50.7 12.4 0.2 634.7 100.6Queue Length 50th (ft) 163 418 247 0 89 257Queue Length 95th (ft) #258 #405 m203 m0 150 #454Internal Link Dist (ft) 290 2797Turn Bay Length (ft)Base Capacity (vph) 370 2641 2151 1128 340 313Starvation Cap Reductn 0 280 0 0 0 0Spillback Cap Reductn 0 0 38 0 287 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.95 1.06 0.95 0.51 2.26 1.00




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 324 2306 0 0 1855 530 110 0 287 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 3539 3539 1583 1770 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 3433 3539 3539 1583 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 352 2507 0 0 2016 576 120 0 312 0 0 0RTOR Reduction (vph) 0 0 0 0 0 166 0 0 9 0 0 0Lane Group Flow (vph) 352 2507 0 0 2016 410 120 0 303 0 0 0Turn Type Prot Perm custom customProtected Phases 7 4 8Permitted Phases 8 2 2Actuated Green, G (s) 12.0 95.0 77.0 77.0 23.0 23.0Effective Green, g (s) 14.0 97.0 79.0 79.0 25.0 25.0Actuated g/C Ratio 0.11 0.75 0.61 0.61 0.19 0.19Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 370 2641 2151 962 340 304v/s Ratio Prot 0.10 c0.71 0.57v/s Ratio Perm 0.26 0.07 c0.19v/c Ratio 0.95 0.95 0.94 0.43 0.35 1.00Uniform Delay, d1 57.7 14.4 23.2 13.5 45.5 52.5Progression Factor 1.23 1.05 0.41 0.01 1.00 1.00Incremental Delay, d2 29.0 6.9 1.1 0.1 2.9 50.9Delay (s) 99.7 22.0 10.5 0.3 48.4 103.4Level of Service F C B A D FApproach Delay (s) 31.6 8.3 88.1 0.0Approach LOS C A F A


Queues45: 159th Street & Nall 11/8/2007


Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 274 1463 184 36 1189 132 171 49 890 818v/c Ratio 0.75 0.91 0.19 0.40 0.93 0.99 0.17 0.45 0.97 0.69Control Delay 65.4 40.4 8.1 69.0 51.3 132.0 24.9 66.9 68.4 30.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 65.4 40.4 8.1 69.0 51.3 132.0 24.9 66.9 68.4 30.6Queue Length 50th (ft) 107 583 39 28 464 104 39 37 361 273Queue Length 95th (ft) #161 #754 77 64 #608 #235 68 79 #496 354Internal Link Dist (ft) 1155 514 509 1052Turn Bay Length (ft) 200 200 200 200 175Base Capacity (vph) 372 1616 953 89 1272 133 1020 118 914 1189Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.74 0.91 0.19 0.40 0.93 0.99 0.17 0.42 0.97 0.69


HCM Signalized Intersection Capacity Analysis45: 159th Street & Nall 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 252 1346 169 33 1069 25 121 114 43 45 819 753Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 0.88Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 3539 1583 1770 3527 1770 3393 1770 3539 2787Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 3539 1583 1770 3527 1770 3393 1770 3539 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 274 1463 184 36 1162 27 132 124 47 49 890 818RTOR Reduction (vph) 0 0 39 0 1 0 0 32 0 0 0 30Lane Group Flow (vph) 274 1463 145 36 1188 0 132 139 0 49 890 788Turn Type Prot pm+ov Prot Prot Prot pm+ovProtected Phases 7 4 5 3 8 5 2 1 6 7Permitted Phases 4 6Actuated Green, G (s) 12.8 51.2 60.2 3.6 42.0 9.0 34.9 6.3 32.2 45.0Effective Green, g (s) 12.8 51.2 60.2 3.6 42.0 9.0 34.9 6.3 32.2 45.0Actuated g/C Ratio 0.11 0.43 0.50 0.03 0.35 0.08 0.29 0.05 0.27 0.38Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 366 1510 873 53 1234 133 987 93 950 1184v/s Ratio Prot 0.08 c0.41 0.01 0.02 0.34 c0.07 c0.04 0.03 c0.25 c0.07v/s Ratio Perm 0.08 0.21v/c Ratio 0.75 0.97 0.17 0.68 0.96 0.99 0.14 0.53 0.94 0.67Uniform Delay, d1 52.0 33.6 16.3 57.6 38.2 55.5 31.5 55.4 42.9 31.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.1 16.8 0.1 29.4 18.1 75.4 0.1 5.3 16.0 1.4Delay (s) 60.2 50.5 16.3 87.0 56.3 130.9 31.5 60.7 58.9 32.7Level of Service E D B F E F C E E CApproach Delay (s) 48.6 57.2 74.8 46.7Approach LOS D E E D

Intersection SummaryHCM Average Control Delay 51.5 HCM Level of Service DHCM Volume to Capacity ratio 0.99Actuated Cycle Length (s) 120.0 Sum of lost time (s) 24.0Intersection Capacity Utilization 91.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group




Direction, Lane # EB 1 EB 2 EB 3 EB 4 WB 1 WB 2 WB 3 WB 4 NB 1 SB 1Volume Total 50 741 741 433 28 822 822 437 62 87Volume Left 50 0 0 0 28 0 0 0 41 28Volume Right 0 0 0 62 0 0 0 26 15 53cSH 263 1700 1700 1700 305 1700 1700 1700 0 0Volume to Capacity 0.19 0.44 0.44 0.25 0.09 0.48 0.48 0.26 Err ErrQueue Length 95th (ft) 17 0 0 0 8 0 0 0 Err ErrControl Delay (s) 21.9 0.0 0.0 0.0 18.0 0.0 0.0 0.0 Err ErrLane LOS C C F FApproach Delay (s) 0.6 0.2 Err ErrApproach LOS F F

Intersection SummaryAverage Delay ErrIntersection Capacity Utilization 51.0% ICU Level of Service AAnalysis Period (min) 15




Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1Volume Total 792 792 396 715 715 715 0Volume Left 0 0 0 0 0 0 0Volume Right 0 0 0 0 0 0 0cSH 1700 1700 1700 1700 1700 1700 1700Volume to Capacity 0.47 0.47 0.23 0.42 0.42 0.42 0.00Queue Length 95th (ft) 0 0 0 0 0 0 0Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS AApproach Delay (s) 0.0 0.0 0.0Approach LOS A


HCM Unsignalized Intersection Capacity Analysis57: 159th Street & East Drive 11/8/2007



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 782 782 417 20 710 710 710 27Volume Left 0 0 0 20 0 0 0 15Volume Right 0 0 26 0 0 0 0 12cSH 1700 1700 1700 443 1700 1700 1700 52Volume to Capacity 0.46 0.46 0.25 0.04 0.42 0.42 0.42 0.53Queue Length 95th (ft) 0 0 0 3 0 0 0 50Control Delay (s) 0.0 0.0 0.0 13.5 0.0 0.0 0.0 135.5Lane LOS B FApproach Delay (s) 0.0 0.1 135.5Approach LOS F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 0 27 0 0 0 0 1534 0 0 2898 0Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 29 0 0 0 0 1667 0 0 3150 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 450 766pX, platoon unblocked 0.66 0.66 0.60 0.66 0.66 0.88 0.60 0.88vC, conflicting volume 3706 4817 1050 2747 4817 556 3150 1667vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 2063 3757 0 602 3757 21 2238 1284tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1tC, 2 stage (s)tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2p0 queue free % 100 100 95 100 100 100 100 100cM capacity (veh/h) 21 3 647 240 3 925 136 472

Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 SB 4Volume Total 29 0 667 667 333 1050 1050 1050 0Volume Left 0 0 0 0 0 0 0 0 0Volume Right 29 0 0 0 0 0 0 0 0cSH 647 1700 1700 1700 1700 1700 1700 1700 1700Volume to Capacity 0.05 0.00 0.39 0.39 0.20 0.62 0.62 0.62 0.00Queue Length 95th (ft) 4 0 0 0 0 0 0 0 0Control Delay (s) 10.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS B AApproach Delay (s) 10.8 0.0 0.0 0.0Approach LOS B A

Intersection SummaryAverage Delay 0.1Intersection Capacity Utilization 66.0% ICU Level of Service CAnalysis Period (min) 15

Queues63: 161st St & Metcalf Avenue 11/8/2007


Lane Group EBL EBR WBT NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 377 223 50 152 1275 59 26 2876 254v/c Ratio 1.02 0.52 4.17 1.01 0.39 0.06 0.32 1.01 0.26Control Delay 108.4 27.9 1612.2 135.4 12.5 2.8 76.6 16.4 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 108.4 27.9 1612.2 135.4 12.5 2.8 76.6 16.4 0.1Queue Length 50th (ft) ~173 85 ~67 ~133 199 0 23 ~865 0Queue Length 95th (ft) #276 170 #154 #277 231 18 m23 m75 m0Internal Link Dist (ft) 306 601 239Turn Bay Length (ft) 200 150 150 250Base Capacity (vph) 370 425 12 150 3239 1029 82 2855 963Starvation Cap Reductn 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.02 0.52 4.17 1.01 0.39 0.06 0.32 1.01 0.26


HCM Signalized Intersection Capacity Analysis63: 161st St & Metcalf Avenue 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 347 0 205 32 0 14 140 1173 54 24 2646 234Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00Frt 1.00 0.85 0.96 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.97 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 1583 1727 1770 5085 1583 1770 5085 1583Flt Permitted 0.95 1.00 0.79 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 1583 1415 1770 5085 1583 1770 5085 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 377 0 223 35 0 15 152 1275 59 26 2876 254RTOR Reduction (vph) 0 0 86 0 11 0 0 0 21 0 0 71Lane Group Flow (vph) 377 0 137 0 39 0 152 1275 38 26 2876 183Turn Type Prot Perm Prot Prot Perm Prot PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 2 6Actuated Green, G (s) 14.0 25.6 5.6 11.0 82.8 82.8 3.6 75.4 75.4Effective Green, g (s) 14.0 25.6 5.6 11.0 82.8 82.8 3.6 75.4 75.4Actuated g/C Ratio 0.11 0.20 0.04 0.08 0.64 0.64 0.03 0.58 0.58Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 370 312 61 150 3239 1008 49 2949 918v/s Ratio Prot c0.11 c0.09 0.25 0.01 c0.57v/s Ratio Perm c0.09 0.03 0.02 0.12v/c Ratio 1.02 0.44 0.63 1.01 0.39 0.04 0.53 0.98 0.20Uniform Delay, d1 58.0 45.9 61.2 59.5 11.4 8.8 62.4 26.4 13.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.25 0.27 0.00Incremental Delay, d2 51.7 4.4 19.4 77.0 0.1 0.0 1.0 1.8 0.0Delay (s) 109.7 50.3 80.6 136.5 11.5 8.8 78.9 8.9 0.1Level of Service F D F F B A E A AApproach Delay (s) 87.6 80.6 24.2 8.8Approach LOS F F C A




Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 405 1485 489 257 1611 407 1721 226 2680 524v/c Ratio 1.28 1.16 0.63 1.22 1.39 1.19 0.93 0.78 1.49 0.69Control Delay 179.8 105.9 23.7 183.0 216.7 148.9 31.6 77.0 255.5 32.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 179.8 105.9 23.7 183.0 216.7 148.9 31.6 77.0 255.5 32.3Queue Length 50th (ft) ~222 ~776 312 ~136 ~953 ~208 530 97 ~1141 335Queue Length 95th (ft) m#240 m#843 m344 #225 #1094 m#269 m551 #157 #1228 473Internal Link Dist (ft) 2797 2562 3716 1794Turn Bay Length (ft) 250 250 225 300 300 300Base Capacity (vph) 317 1279 779 211 1156 343 1860 290 1799 757Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.28 1.16 0.63 1.22 1.39 1.19 0.93 0.78 1.49 0.69




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 373 1366 450 236 1265 217 374 1441 143 208 2466 482Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.91 0.97 0.91 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 3539 1583 3433 3461 3433 5017 3433 5085 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 3539 1583 3433 3461 3433 5017 3433 5085 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 405 1485 489 257 1375 236 407 1566 155 226 2680 524RTOR Reduction (vph) 0 0 0 0 11 0 0 9 0 0 0 2Lane Group Flow (vph) 405 1485 489 257 1600 0 407 1712 0 226 2680 522Turn Type Prot pm+ov Prot Prot Prot pm+ovProtected Phases 7 4 5 3 8 5 2 1 6 7Permitted Phases 4 6Actuated Green, G (s) 10.0 45.0 56.0 6.0 41.0 11.0 46.0 9.0 44.0 54.0Effective Green, g (s) 12.0 47.0 60.0 8.0 43.0 13.0 48.0 11.0 46.0 58.0Actuated g/C Ratio 0.09 0.36 0.46 0.06 0.33 0.10 0.37 0.08 0.35 0.45Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 317 1279 779 211 1145 343 1852 290 1799 755v/s Ratio Prot c0.12 c0.42 0.06 0.07 c0.46 c0.12 0.34 0.07 c0.53 0.06v/s Ratio Perm 0.25 0.27v/c Ratio 1.28 1.16 0.63 1.22 1.40 1.19 0.92 0.78 1.49 0.69Uniform Delay, d1 59.0 41.5 26.5 61.0 43.5 58.5 39.3 58.3 42.0 28.8Progression Factor 1.02 0.75 0.90 1.00 1.00 0.91 0.62 1.00 1.00 1.00Incremental Delay, d2 132.7 75.5 1.2 133.2 184.3 103.2 7.0 18.5 223.4 5.2Delay (s) 193.1 106.7 25.1 194.2 227.8 156.3 31.2 76.8 265.4 34.0Level of Service F F C F F F C E F CApproach Delay (s) 104.6 223.2 55.1 217.6Approach LOS F F E F





Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 54 0 27 583 583 292 1243 1243 648Volume Left 27 0 27 0 0 0 0 0 0Volume Right 27 0 0 0 0 0 0 0 27cSH 48 1700 213 1700 1700 1700 1700 1700 1700Volume to Capacity 1.14 0.00 0.13 0.34 0.34 0.17 0.73 0.73 0.38Queue Length 95th (ft) 124 0 11 0 0 0 0 0 0Control Delay (s) 311.9 0.0 24.4 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS F A CApproach Delay (s) 311.9 0.0 0.4 0.0Approach LOS F A


Queues69: 162nd Terr & Metcalf Avenue 11/8/2007


Lane Group EBL EBT NBL NBT SBTLane Group Flow (vph) 163 70 75 1323 3133v/c Ratio 0.83 0.22 0.77 0.33 0.93Control Delay 79.4 1.6 94.3 3.9 21.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 79.4 1.6 94.3 3.9 21.9Queue Length 50th (ft) 112 0 52 82 625Queue Length 95th (ft) #228 0 #133 97 720Internal Link Dist (ft) 972 2850 375Turn Bay Length (ft) 150 150Base Capacity (vph) 197 315 98 3955 3382Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.83 0.22 0.77 0.33 0.93


HCM Signalized Intersection Capacity Analysis69: 162nd Terr & Metcalf Avenue 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 150 0 64 0 0 0 69 1217 0 0 2821 62Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 0.91 0.91Frt 1.00 0.85 1.00 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 1583 1770 5085 5069Flt Permitted 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1770 1583 1770 5085 5069Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 163 0 70 0 0 0 75 1323 0 0 3066 67RTOR Reduction (vph) 0 62 0 0 0 0 0 0 0 0 2 0Lane Group Flow (vph) 163 8 0 0 0 0 75 1323 0 0 3131 0Turn Type Split Prot Prot ProtProtected Phases 4! 4 3 8! 5 2 1 6Permitted PhasesActuated Green, G (s) 12.0 12.0 6.0 84.0 72.0Effective Green, g (s) 12.0 12.0 6.0 84.0 72.0Actuated g/C Ratio 0.11 0.11 0.06 0.78 0.67Clearance Time (s) 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 197 176 98 3955 3379v/s Ratio Prot c0.09 0.00 c0.04 0.26 c0.62v/s Ratio Permv/c Ratio 0.83 0.04 0.77 0.33 0.93Uniform Delay, d1 47.0 42.9 50.3 3.6 15.7Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 23.9 0.1 29.3 0.1 5.1Delay (s) 70.8 43.0 79.6 3.7 20.8Level of Service E D E A CApproach Delay (s) 62.5 0.0 7.7 20.8Approach LOS E A A C

Intersection SummaryHCM Average Control Delay 19.0 HCM Level of Service BHCM Volume to Capacity ratio 0.90Actuated Cycle Length (s) 108.0 Sum of lost time (s) 18.0Intersection Capacity Utilization 75.7% ICU Level of Service DAnalysis Period (min) 15! Phase conflict between lane groups.c Critical Lane Group


2030 with Proposed Project P.M. Synchro 7 - ReportMetcalf Village Shops Page 1

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBTLane Group Flow (vph) 47 1267 312 359 1689 365 251 514 205 336 2047v/c Ratio 0.55 0.94 0.51 1.01 0.98 0.41 1.02 0.33 0.28 0.72 1.10Control Delay 82.3 59.7 33.0 93.1 48.1 12.6 118.5 34.8 21.1 60.9 89.6Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 82.3 59.7 33.0 93.1 48.1 12.6 118.5 34.8 21.1 60.9 89.6Queue Length 50th (ft) 38 369 190 ~144 ~539 139 ~108 119 94 134 ~686Queue Length 95th (ft) #92 #463 282 #253 #642 257 #197 155 153 184 #782Internal Link Dist (ft) 5202 1059 1482 3892Turn Bay Length (ft) 150 150 300 150 300 150 300Base Capacity (vph) 85 1342 609 357 1725 915 247 1547 732 522 1869Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.55 0.94 0.51 1.01 0.98 0.40 1.02 0.33 0.28 0.64 1.10




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 43 1166 287 330 1554 336 231 473 189 309 1854 29Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 5085 1583 3433 5085 1583 3433 5085 1583 3433 5073Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 5085 1583 3433 5085 1583 3433 5085 1583 3433 5073Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 47 1267 312 359 1689 365 251 514 205 336 2015 32RTOR Reduction (vph) 0 0 1 0 0 71 0 0 10 0 1 0Lane Group Flow (vph) 47 1267 311 359 1689 294 251 514 195 336 2046 0Turn Type Prot pm+ov Prot pm+ov Prot pm+ov ProtProtected Phases 7 4 5 3 8 1 5 2 3 1 6Permitted Phases 4 8 2Actuated Green, G (s) 4.8 33.0 42.0 13.0 41.2 58.2 9.0 38.0 51.0 17.0 46.0Effective Green, g (s) 4.8 33.0 42.0 13.0 41.2 58.2 9.0 38.0 51.0 17.0 46.0Actuated g/C Ratio 0.04 0.26 0.34 0.10 0.33 0.47 0.07 0.30 0.41 0.14 0.37Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 68 1342 608 357 1676 813 247 1546 722 467 1867v/s Ratio Prot 0.03 0.25 0.04 c0.10 c0.33 0.05 c0.07 0.10 0.03 0.10 c0.40v/s Ratio Perm 0.16 0.14 0.10v/c Ratio 0.69 0.94 0.51 1.01 1.01 0.36 1.02 0.33 0.27 0.72 1.10Uniform Delay, d1 59.4 45.1 33.3 56.0 41.9 21.5 58.0 33.7 24.6 51.7 39.5Progression Factor 1.00 1.00 1.00 0.91 0.80 1.02 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 26.1 14.4 0.7 41.9 20.6 0.2 61.5 0.1 0.2 5.3 52.2Delay (s) 85.5 59.5 34.0 92.9 54.1 22.0 119.5 33.8 24.8 57.0 91.7Level of Service F E C F D C F C C E FApproach Delay (s) 55.4 55.0 54.1 86.8Approach LOS E E D F

Intersection SummaryHCM Average Control Delay 65.2 HCM Level of Service EHCM Volume to Capacity ratio 1.08Actuated Cycle Length (s) 125.0 Sum of lost time (s) 24.0Intersection Capacity Utilization 98.1% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 521 1446 367 372 1688 211 426 1218 312 401 2639 692v/c Ratio 1.26 0.96 0.54 1.13 1.22 0.29 1.19 0.74 0.43 0.76 1.38 0.83Control Delay 184.9 43.3 22.4 137.4 138.2 18.7 148.9 45.9 33.3 64.3 193.9 18.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 184.9 43.3 22.4 137.4 138.2 18.7 148.9 45.9 33.3 64.3 193.9 18.2Queue Length 50th (ft) ~281 342 141 ~173 ~613 106 ~218 288 185 137 ~1044 550Queue Length 95th (ft) #398 #511 290 #285 #710 120 m#305 m365 m242 m110 m#641 m332Internal Link Dist (ft) 340 528 686 1424Turn Bay Length (ft) 300 300 300 300 300 300 300 300Base Capacity (vph) 412 1505 684 330 1383 737 357 1655 724 549 1912 836Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.26 0.96 0.54 1.13 1.22 0.29 1.19 0.74 0.43 0.73 1.38 0.83




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 479 1330 338 342 1553 194 392 1121 287 369 2428 637Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.91 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 5085 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 5085 1583 3433 5085 1583 3433 5085 1583 3433 5085 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 521 1446 367 372 1688 211 426 1218 312 401 2639 692RTOR Reduction (vph) 0 0 1 0 0 3 0 0 6 0 0 1Lane Group Flow (vph) 521 1446 366 372 1688 208 426 1218 306 401 2639 691Turn Type Prot pm+ov Prot pm+ov Prot pm+ov Prot pm+ovProtected Phases 7 4 5 3 8 1 5 2 3 1 6 7Permitted Phases 4 8 2 6Actuated Green, G (s) 13.0 35.0 46.0 10.0 32.0 49.3 11.0 38.7 48.7 17.3 45.0 58.0Effective Green, g (s) 15.0 37.0 50.0 12.0 34.0 53.3 13.0 40.7 52.7 19.3 47.0 62.0Actuated g/C Ratio 0.12 0.30 0.40 0.10 0.27 0.43 0.10 0.33 0.42 0.15 0.38 0.50Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 412 1505 684 330 1383 726 357 1656 718 530 1912 836v/s Ratio Prot c0.15 c0.28 0.06 0.11 c0.33 0.04 c0.12 0.24 0.04 0.12 c0.52 0.10v/s Ratio Perm 0.18 0.09 0.15 0.34v/c Ratio 1.26 0.96 0.54 1.13 1.22 0.29 1.19 0.74 0.43 0.76 1.38 0.83Uniform Delay, d1 55.0 43.3 28.6 56.5 45.5 23.4 56.0 37.4 25.5 50.6 39.0 26.9Progression Factor 1.21 0.68 0.75 1.05 0.79 0.86 0.82 1.15 1.38 1.25 0.51 0.66Incremental Delay, d2 133.7 13.2 0.6 85.1 105.1 0.2 108.1 2.5 0.3 0.6 171.4 0.7Delay (s) 200.1 42.5 22.0 144.2 141.2 20.3 154.2 45.4 35.5 63.8 191.5 18.5Level of Service F D C F F C F D D E F BApproach Delay (s) 74.5 130.5 67.5 145.7Approach LOS E F E F


Queues14: 167th Street & SB US69 11/8/2007


Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 935 208 126 1411 187 187 679v/c Ratio 0.54 0.24 0.66 0.63 0.40 0.40 0.82Control Delay 28.7 4.9 79.1 5.7 42.5 42.5 50.5Queue Delay 0.0 0.0 0.0 0.6 0.0 0.0 0.0Total Delay 28.7 4.9 79.1 6.3 42.5 42.5 50.5Queue Length 50th (ft) 307 5 114 89 146 146 298Queue Length 95th (ft) 453 59 m120 319 203 203 348Internal Link Dist (ft) 1419 456 1188Turn Bay Length (ft)Base Capacity (vph) 1726 873 255 2258 566 566 987Starvation Cap Reductn 0 0 0 446 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.54 0.24 0.49 0.78 0.33 0.33 0.69


HCM Signalized Intersection Capacity Analysis14: 167th Street & SB US69 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 860 191 116 1298 0 0 0 0 344 0 625Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.95 1.00 1.00 0.95 0.95 0.95 0.88Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (prot) 3539 1583 1770 3539 1681 1681 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (perm) 3539 1583 1770 3539 1681 1681 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 935 208 126 1411 0 0 0 0 374 0 679RTOR Reduction (vph) 0 0 101 0 0 0 0 0 0 0 0 52Lane Group Flow (vph) 0 935 107 126 1411 0 0 0 0 187 187 627Turn Type Perm Prot Perm PermProtected Phases 4 3 8 6Permitted Phases 4 6 6Actuated Green, G (s) 67.9 67.9 15.2 89.1 38.9 38.9 38.9Effective Green, g (s) 67.9 67.9 15.2 89.1 38.9 38.9 38.9Actuated g/C Ratio 0.49 0.49 0.11 0.64 0.28 0.28 0.28Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1716 768 192 2252 467 467 774v/s Ratio Prot 0.26 0.07 c0.40v/s Ratio Perm 0.07 0.11 0.11 c0.23v/c Ratio 0.54 0.14 0.66 0.63 0.40 0.40 0.81Uniform Delay, d1 25.2 19.9 59.9 15.4 41.1 41.1 47.1Progression Factor 1.00 1.00 1.19 0.30 1.00 1.00 1.00Incremental Delay, d2 1.2 0.4 4.0 0.7 0.6 0.6 6.4Delay (s) 26.5 20.3 75.6 5.3 41.6 41.6 53.5Level of Service C C E A D D DApproach Delay (s) 25.4 11.1 0.0 49.3Approach LOS C B A D


Queues15: 167th Street & NB US69 11/8/2007


Lane Group EBL EBT WBT NBL NBT NBRLane Group Flow (vph) 289 1020 1852 67 67 96v/c Ratio 0.86 0.34 0.87 0.65 0.65 0.51Control Delay 67.6 2.9 16.5 91.5 91.5 21.8Queue Delay 0.0 0.2 0.1 0.0 0.0 0.0Total Delay 67.6 3.2 16.7 91.5 91.5 21.8Queue Length 50th (ft) 274 44 583 63 63 0Queue Length 95th (ft) #349 231 m513 #147 #147 58Internal Link Dist (ft) 456 2242 1089Turn Bay Length (ft) 250Base Capacity (vph) 379 3038 2139 106 106 189Starvation Cap Reductn 0 1140 0 0 0 0Spillback Cap Reductn 0 0 17 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.76 0.54 0.87 0.63 0.63 0.51


HCM Signalized Intersection Capacity Analysis15: 167th Street & NB US69 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 266 938 0 0 1291 413 123 0 88 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00Frt 1.00 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 1770 3539 3411 1681 1681 1583Flt Permitted 0.95 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 1770 3539 3411 1681 1681 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 289 1020 0 0 1403 449 134 0 96 0 0 0RTOR Reduction (vph) 0 0 0 0 21 0 0 0 90 0 0 0Lane Group Flow (vph) 289 1020 0 0 1831 0 67 67 6 0 0 0Turn Type Prot Perm PermProtected Phases 7 4 8 2Permitted Phases 2 2Actuated Green, G (s) 26.6 119.4 86.8 8.6 8.6 8.6Effective Green, g (s) 26.6 119.4 86.8 8.6 8.6 8.6Actuated g/C Ratio 0.19 0.85 0.62 0.06 0.06 0.06Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 336 3018 2115 103 103 97v/s Ratio Prot c0.16 0.29 c0.54v/s Ratio Perm c0.04 0.04 0.00v/c Ratio 0.86 0.34 0.87 0.65 0.65 0.06Uniform Delay, d1 54.9 2.1 21.8 64.2 64.2 61.9Progression Factor 0.84 1.23 0.63 1.00 1.00 1.00Incremental Delay, d2 17.8 0.3 2.2 13.8 13.8 0.3Delay (s) 63.7 2.9 16.0 78.0 78.0 62.2Level of Service E A B E E EApproach Delay (s) 16.3 16.0 71.4 0.0Approach LOS B B E A

Intersection SummaryHCM Average Control Delay 19.9 HCM Level of Service BHCM Volume to Capacity ratio 0.85Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0Intersection Capacity Utilization 83.6% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 170 575 293 25 647 83 418 1130 95 168 2522 442v/c Ratio 1.35 0.95 0.57 0.33 1.28 0.28 1.50 0.66 0.10 0.74 1.56 0.48Control Delay 246.3 80.6 18.1 76.9 186.9 14.2 284.0 30.0 3.0 77.9 283.9 19.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 246.3 80.6 18.1 76.9 186.9 14.2 284.0 30.0 3.0 77.9 283.9 19.2Queue Length 50th (ft) ~197 283 85 23 ~392 2 ~527 403 0 149 ~1703 220Queue Length 95th (ft) #365 #382 153 55 #517 52 #739 506 26 224 #1827 310Internal Link Dist (ft) 2242 1419 1420 2850Turn Bay Length (ft) 150 150Base Capacity (vph) 126 607 514 76 506 295 278 1722 946 278 1618 912Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.35 0.95 0.57 0.33 1.28 0.28 1.50 0.66 0.10 0.60 1.56 0.48




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 156 529 270 23 595 76 385 1040 87 155 2320 407Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 170 575 293 25 647 83 418 1130 95 168 2522 442RTOR Reduction (vph) 0 0 243 0 0 69 0 0 45 0 0 8Lane Group Flow (vph) 170 575 50 25 647 14 418 1130 50 168 2522 434Turn Type Prot Perm Prot Perm Prot pm+ov Prot pm+ovProtected Phases 7 4 3 8 5 2 3 1 6 7Permitted Phases 4 8 2 6Actuated Green, G (s) 10.0 24.0 24.0 6.0 20.0 20.0 22.0 68.1 74.1 17.9 64.0 74.0Effective Green, g (s) 10.0 24.0 24.0 6.0 20.0 20.0 22.0 68.1 74.1 17.9 64.0 74.0Actuated g/C Ratio 0.07 0.17 0.17 0.04 0.14 0.14 0.16 0.49 0.53 0.13 0.46 0.53Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 126 607 271 76 506 226 278 1721 906 226 1618 905v/s Ratio Prot c0.10 c0.16 0.01 c0.18 c0.24 c0.32 0.00 0.09 c0.71 0.03v/s Ratio Perm 0.03 0.01 0.03 0.24v/c Ratio 1.35 0.95 0.19 0.33 1.28 0.06 1.50 0.66 0.06 0.74 1.56 0.48Uniform Delay, d1 65.0 57.4 49.6 65.0 60.0 51.9 59.0 27.1 16.0 58.8 38.0 20.8Progression Factor 1.02 0.97 2.49 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 198.7 24.8 1.4 2.5 140.0 0.5 244.5 0.9 0.0 12.4 254.5 0.4Delay (s) 265.0 80.7 125.1 67.6 200.0 52.4 303.5 28.0 16.0 71.3 292.5 21.2Level of Service F F F E F D F C B E F CApproach Delay (s) 123.4 179.4 97.4 242.3Approach LOS F F F F


Queues20: 159th Street & US 69 SB 11/8/2007


Lane Group EBT EBR WBL WBT SBL SBRLane Group Flow (vph) 1995 334 645 2173 721 604v/c Ratio 0.71 0.27 0.85 0.66 0.81 0.82Control Delay 18.7 1.1 80.8 12.2 51.1 52.5Queue Delay 0.0 0.0 8.2 0.4 0.7 0.0Total Delay 18.7 1.1 89.1 12.6 51.8 52.5Queue Length 50th (ft) 293 3 288 138 278 252Queue Length 95th (ft) m392 m17 m344 187 342 322Internal Link Dist (ft) 840 296Turn Bay Length (ft) 250Base Capacity (vph) 2827 1242 851 3279 989 813Starvation Cap Reductn 0 0 171 500 0 0Spillback Cap Reductn 0 0 0 0 71 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.71 0.27 0.95 0.78 0.79 0.74


HCM Signalized Intersection Capacity Analysis20: 159th Street & US 69 SB 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 1835 307 593 1999 0 0 0 0 663 0 556Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.81 0.88 0.97 0.91 0.97 0.88Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 7544 2787 3433 5085 3433 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 7544 2787 3433 5085 3433 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 1995 334 645 2173 0 0 0 0 721 0 604RTOR Reduction (vph) 0 0 198 0 0 0 0 0 0 0 0 11Lane Group Flow (vph) 0 1995 136 645 2173 0 0 0 0 721 0 593Turn Type Perm Prot custom customProtected Phases 4 3 8Permitted Phases 4 6 6Actuated Green, G (s) 46.8 46.8 27.8 80.6 32.4 32.4Effective Green, g (s) 46.8 46.8 27.8 80.6 32.4 32.4Actuated g/C Ratio 0.37 0.37 0.22 0.64 0.26 0.26Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2824 1043 763 3279 890 722v/s Ratio Prot c0.26 c0.19 0.43v/s Ratio Perm 0.05 0.21 c0.21v/c Ratio 0.71 0.13 0.85 0.66 0.81 0.82Uniform Delay, d1 33.3 25.7 46.5 13.8 43.4 43.6Progression Factor 0.51 0.17 1.60 0.81 1.00 1.00Incremental Delay, d2 1.2 0.2 5.2 0.6 5.6 7.5Delay (s) 18.1 4.6 79.5 11.7 49.0 51.0Level of Service B A E B D DApproach Delay (s) 16.1 27.2 0.0 50.0Approach LOS B C A D


Queues32: 159th Street & US 69 NB 11/8/2007


Lane Group EBL EBT WBT WBR NBL NBT NBRLane Group Flow (vph) 566 2148 2579 633 119 119 232v/c Ratio 0.71 0.61 0.84 0.45 0.33 0.33 0.66Control Delay 61.5 12.4 19.0 0.3 44.4 44.4 51.7Queue Delay 4.6 1.3 0.2 0.0 1.4 1.4 0.0Total Delay 66.1 13.7 19.2 0.3 45.7 45.7 51.7Queue Length 50th (ft) 253 217 345 0 86 86 162Queue Length 95th (ft) 312 295 m251 m0 147 147 252Internal Link Dist (ft) 296 1334 487Turn Bay Length (ft) 200Base Capacity (vph) 796 3498 3078 1395 363 363 354Starvation Cap Reductn 162 1051 0 0 0 0 0Spillback Cap Reductn 0 0 80 0 120 120 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.89 0.88 0.86 0.45 0.49 0.49 0.66


HCM Signalized Intersection Capacity Analysis32: 159th Street & US 69 NB 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 521 1976 0 0 2373 582 219 0 213 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 0.91 0.81 0.88 0.95 0.95 1.00Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 3433 5085 7544 2787 1681 1681 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 3433 5085 7544 2787 1681 1681 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 566 2148 0 0 2579 633 238 0 232 0 0 0RTOR Reduction (vph) 0 0 0 0 0 258 0 0 12 0 0 0Lane Group Flow (vph) 566 2148 0 0 2579 375 119 119 220 0 0 0Turn Type Prot Perm Perm PermProtected Phases 7 4 8 2Permitted Phases 8 2 2Actuated Green, G (s) 29.0 86.0 51.0 51.0 27.0 27.0 27.0Effective Green, g (s) 29.0 86.0 51.0 51.0 27.0 27.0 27.0Actuated g/C Ratio 0.23 0.69 0.41 0.41 0.22 0.22 0.22Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 796 3498 3078 1137 363 363 342v/s Ratio Prot c0.16 0.42 c0.34v/s Ratio Perm 0.13 0.07 0.07 c0.14v/c Ratio 0.71 0.61 0.84 0.33 0.33 0.33 0.64Uniform Delay, d1 44.1 10.5 33.3 25.3 41.3 41.3 44.6Progression Factor 1.30 1.11 0.54 0.00 1.00 1.00 1.00Incremental Delay, d2 3.7 0.6 0.8 0.2 2.4 2.4 9.0Delay (s) 61.0 12.2 18.9 0.3 43.7 43.7 53.6Level of Service E B B A D D DApproach Delay (s) 22.4 15.2 48.6 0.0Approach LOS C B D A




Lane Group EBT EBR WBL WBT SBL SBT SBRLane Group Flow (vph) 2045 91 203 2016 404 405 1026v/c Ratio 0.71 0.13 0.62 0.99 0.67 0.70 1.01Control Delay 29.7 7.6 73.1 28.9 40.2 43.2 70.8Queue Delay 0.6 0.0 0.0 18.4 1.3 1.3 0.0Total Delay 30.3 7.6 73.1 47.3 41.5 44.5 70.8Queue Length 50th (ft) 381 10 90 294 287 296 ~477Queue Length 95th (ft) 426 42 m97 m#962 410 424 #639Internal Link Dist (ft) 2753 290 699Turn Bay Length (ft) 200 350 600 600Base Capacity (vph) 2871 724 330 2038 605 578 1013Starvation Cap Reductn 0 0 0 117 0 0 0Spillback Cap Reductn 420 0 0 0 71 57 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.83 0.13 0.62 1.05 0.76 0.78 1.01




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 1881 84 187 1855 0 0 0 0 744 0 944Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 4.0 4.0 4.0 6.0 4.0Lane Util. Factor 0.86 1.00 0.97 0.95 0.95 0.95 0.88Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (prot) 6408 1583 3433 3539 1681 1681 2787Flt Permitted 1.00 1.00 0.95 1.00 0.95 0.95 1.00Satd. Flow (perm) 6408 1583 3433 3539 1681 1681 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 2045 91 203 2016 0 0 0 0 809 0 1026RTOR Reduction (vph) 0 0 40 0 0 0 0 0 0 0 0 10Lane Group Flow (vph) 0 2045 51 203 2016 0 0 0 0 404 405 1016Turn Type Perm Prot Perm PermProtected Phases 4 3 8 6Permitted Phases 4 6 6Actuated Green, G (s) 54.0 54.0 10.0 70.0 43.0 43.0 43.0Effective Green, g (s) 56.0 54.0 12.0 72.0 45.0 43.0 45.0Actuated g/C Ratio 0.45 0.43 0.10 0.58 0.36 0.34 0.36Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 2871 684 330 2038 605 578 1003v/s Ratio Prot 0.32 0.06 c0.57v/s Ratio Perm 0.03 0.24 0.24 c0.36v/c Ratio 0.71 0.07 0.62 0.99 0.67 0.70 1.01Uniform Delay, d1 28.0 20.8 54.3 26.1 33.7 35.4 40.0Progression Factor 1.00 1.00 1.27 0.67 1.00 1.00 1.00Incremental Delay, d2 1.5 0.2 3.4 10.3 5.8 6.9 31.8Delay (s) 29.5 21.1 72.6 27.9 39.5 42.4 71.8Level of Service C C E C D D EApproach Delay (s) 29.1 32.0 0.0 58.2Approach LOS C C A E

Intersection SummaryHCM Average Control Delay 38.8 HCM Level of Service DHCM Volume to Capacity ratio 1.00Actuated Cycle Length (s) 125.0 Sum of lost time (s) 8.0Intersection Capacity Utilization 132.1% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT WBT WBR NBL NBRLane Group Flow (vph) 352 2528 2073 576 120 312v/c Ratio 0.99 0.95 0.95 0.50 0.37 1.04Control Delay 101.5 22.8 11.9 0.1 48.5 110.5Queue Delay 0.0 33.2 5.9 0.0 15.2 0.0Total Delay 101.5 55.9 17.8 0.1 63.6 110.5Queue Length 50th (ft) 157 406 244 0 86 ~265Queue Length 95th (ft) #257 #413 m194 m0 146 #451Internal Link Dist (ft) 290 2797Turn Bay Length (ft)Base Capacity (vph) 357 2661 2180 1143 326 300Starvation Cap Reductn 0 308 0 0 0 0Spillback Cap Reductn 0 0 99 0 183 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.99 1.07 1.00 0.50 0.84 1.04




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 324 2326 0 0 1907 530 110 0 287 0 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 3539 3539 1583 1770 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 3433 3539 3539 1583 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 352 2528 0 0 2073 576 120 0 312 0 0 0RTOR Reduction (vph) 0 0 0 0 0 167 0 0 9 0 0 0Lane Group Flow (vph) 352 2528 0 0 2073 409 120 0 303 0 0 0Turn Type Prot Perm custom customProtected Phases 7 4 8Permitted Phases 8 2 2Actuated Green, G (s) 11.0 92.0 75.0 75.0 21.0 21.0Effective Green, g (s) 13.0 94.0 77.0 77.0 23.0 23.0Actuated g/C Ratio 0.10 0.75 0.62 0.62 0.18 0.18Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 357 2661 2180 975 326 291v/s Ratio Prot 0.10 c0.71 0.59v/s Ratio Perm 0.26 0.07 c0.19v/c Ratio 0.99 0.95 0.95 0.42 0.37 1.04Uniform Delay, d1 55.9 13.5 22.2 12.4 44.6 51.0Progression Factor 1.18 1.13 0.43 0.00 1.00 1.00Incremental Delay, d2 36.6 6.9 1.4 0.1 3.2 63.9Delay (s) 102.6 22.1 10.9 0.1 47.8 114.9Level of Service F C B A D FApproach Delay (s) 31.9 8.6 96.3 0.0Approach LOS C A F A


Queues45: 159th Street & Nall 11/8/2007


Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 298 1512 208 36 1235 153 171 49 890 840v/c Ratio 0.83 0.92 0.21 0.42 0.95 0.98 0.17 0.43 1.01 0.73Control Delay 83.9 24.7 2.8 73.2 54.2 124.1 26.4 67.7 80.4 34.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 83.9 24.7 2.8 73.2 54.2 124.1 26.4 67.7 80.4 34.5Queue Length 50th (ft) 115 ~265 40 29 506 126 41 39 ~389 306Queue Length 95th (ft) #202 #791 7 66 #656 #266 71 81 #530 393Internal Link Dist (ft) 1155 514 509 1052Turn Bay Length (ft) 200 200 200 200 175Base Capacity (vph) 357 1637 977 85 1300 156 1017 127 878 1144Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.83 0.92 0.21 0.42 0.95 0.98 0.17 0.39 1.01 0.73


HCM Signalized Intersection Capacity Analysis45: 159th Street & Nall 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 274 1391 191 33 1111 25 141 114 43 45 819 773Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 0.88Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 3539 1583 1770 3528 1770 3393 1770 3539 2787Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 3539 1583 1770 3528 1770 3393 1770 3539 2787Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 298 1512 208 36 1208 27 153 124 47 49 890 840RTOR Reduction (vph) 0 0 35 0 1 0 0 31 0 0 0 31Lane Group Flow (vph) 298 1512 173 36 1234 0 153 140 0 49 890 809Turn Type Prot pm+ov Prot Prot Prot pm+ovProtected Phases 7 4 5 3 8 5 2 1 6 7Permitted Phases 4 6Actuated Green, G (s) 13.0 54.2 65.2 3.6 44.8 11.0 36.3 6.9 32.2 45.2Effective Green, g (s) 13.0 54.2 65.2 3.6 44.8 11.0 36.3 6.9 32.2 45.2Actuated g/C Ratio 0.10 0.43 0.52 0.03 0.36 0.09 0.29 0.06 0.26 0.36Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 357 1535 902 51 1264 156 985 98 912 1142v/s Ratio Prot 0.09 c0.43 0.02 0.02 0.35 c0.09 c0.04 0.03 c0.25 c0.07v/s Ratio Perm 0.09 0.22v/c Ratio 0.83 0.99 0.19 0.71 0.98 0.98 0.14 0.50 0.98 0.71Uniform Delay, d1 54.9 35.0 15.9 60.2 39.6 56.9 32.8 57.4 46.0 34.2Progression Factor 1.23 0.44 0.29 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 12.6 17.2 0.1 36.0 20.2 66.0 0.1 4.0 23.8 2.0Delay (s) 80.2 32.5 4.7 96.1 59.8 122.9 32.9 61.3 69.8 36.3Level of Service F C A F E F C E E DApproach Delay (s) 36.7 60.8 75.4 53.7Approach LOS D E E D

Intersection SummaryHCM Average Control Delay 50.3 HCM Level of Service DHCM Volume to Capacity ratio 1.01Actuated Cycle Length (s) 125.0 Sum of lost time (s) 24.0Intersection Capacity Utilization 93.9% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 46 1795 57 26 1972 24 38 5 14 26 5 49Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 50 1951 62 28 2143 26 41 5 15 28 5 53PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 544pX, platoon unblocked 0.75 0.75 0.75 0.75 0.75 0.75vC, conflicting volume 2170 2013 2909 4308 681 2981 4326 728vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 2170 1164 2366 4243 0 2463 4267 728tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3p0 queue free % 79 94 0 0 98 0 0 85cM capacity (veh/h) 243 444 0 1 808 0 1 366

Direction, Lane # EB 1 EB 2 EB 3 EB 4 WB 1 WB 2 WB 3 WB 4 NB 1 SB 1Volume Total 50 780 780 452 28 857 857 455 62 87Volume Left 50 0 0 0 28 0 0 0 41 28Volume Right 0 0 0 62 0 0 0 26 15 53cSH 243 1700 1700 1700 444 1700 1700 1700 0 0Volume to Capacity 0.21 0.46 0.46 0.27 0.06 0.50 0.50 0.27 Err ErrQueue Length 95th (ft) 19 0 0 0 5 0 0 0 Err ErrControl Delay (s) 23.6 0.0 0.0 0.0 13.7 0.0 0.0 0.0 Err ErrLane LOS C B F FApproach Delay (s) 0.6 0.2 Err ErrApproach LOS F F

Intersection SummaryAverage Delay ErrIntersection Capacity Utilization 51.5% ICU Level of Service AAnalysis Period (min) 15



Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (veh/h) 1848 108 0 2089 0 47Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 2009 117 0 2271 0 51PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 608 498pX, platoon unblocked 0.73 0.81 0.73vC, conflicting volume 2126 2824 728vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1244 1053 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 94cM capacity (veh/h) 405 180 791

Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1Volume Total 803 803 519 757 757 757 51Volume Left 0 0 0 0 0 0 0Volume Right 0 0 117 0 0 0 51cSH 1700 1700 1700 1700 1700 1700 791Volume to Capacity 0.47 0.47 0.31 0.45 0.45 0.45 0.06Queue Length 95th (ft) 0 0 0 0 0 0 5Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 9.9Lane LOS AApproach Delay (s) 0.0 0.0 9.9Approach LOS A


Queues57: 159th Street & East Drive 11/8/2007


Lane Group EBT WBL WBT NBL NBRLane Group Flow (vph) 2059 115 2123 148 83v/c Ratio 0.65 0.62 0.53 0.68 0.31Control Delay 8.5 59.1 8.1 67.7 12.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 8.5 59.1 8.1 67.7 12.9Queue Length 50th (ft) 187 96 267 116 0Queue Length 95th (ft) m102 m105 m189 182 46Internal Link Dist (ft) 418 464 784Turn Bay Length (ft) 150Base Capacity (vph) 3178 241 3971 283 323Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.65 0.48 0.53 0.52 0.26


HCM Signalized Intersection Capacity Analysis57: 159th Street & East Drive 11/8/2007


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsVolume (vph) 1822 73 106 1953 136 76Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.91 1.00 0.91 1.00 1.00Frt 0.99 1.00 1.00 1.00 0.85Flt Protected 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 5056 1770 5085 1770 1583Flt Permitted 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 5056 1770 5085 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1980 79 115 2123 148 83RTOR Reduction (vph) 3 0 0 0 0 73Lane Group Flow (vph) 2056 0 115 2123 148 10Turn Type Prot PermProtected Phases 4 3 8 2Permitted Phases 2Actuated Green, G (s) 78.5 13.1 97.6 15.4 15.4Effective Green, g (s) 78.5 13.1 97.6 15.4 15.4Actuated g/C Ratio 0.63 0.10 0.78 0.12 0.12Clearance Time (s) 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 3175 185 3970 218 195v/s Ratio Prot c0.41 0.06 c0.42 c0.08v/s Ratio Perm 0.01v/c Ratio 0.65 0.62 0.53 0.68 0.05Uniform Delay, d1 14.6 53.6 5.2 52.4 48.4Progression Factor 0.51 0.97 1.41 1.00 1.00Incremental Delay, d2 0.6 3.4 0.3 8.1 0.1Delay (s) 8.0 55.2 7.5 60.6 48.5Level of Service A E A E DApproach Delay (s) 8.0 10.0 56.2Approach LOS A A E





Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3Volume Total 29 127 723 723 366 1346 1346 673Volume Left 0 0 0 0 0 0 0 0Volume Right 29 127 0 0 4 0 0 0cSH 690 899 1700 1700 1700 1700 1700 1700Volume to Capacity 0.04 0.14 0.43 0.43 0.22 0.79 0.79 0.40Queue Length 95th (ft) 3 12 0 0 0 0 0 0Control Delay (s) 10.4 9.7 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS B AApproach Delay (s) 10.4 9.7 0.0 0.0Approach LOS B A


Queues63: 161st St & Metcalf Avenue 11/8/2007


Lane Group EBL EBR WBL WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 377 223 37 115 152 1318 24 186 2930 254v/c Ratio 0.98 0.50 0.44 0.29 0.97 0.51 0.02 0.74 1.03 0.21Control Delay 96.9 37.9 73.9 32.0 116.1 16.1 2.5 75.0 24.6 0.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 96.9 37.9 73.9 32.0 116.1 16.1 2.5 75.0 24.6 0.0Queue Length 50th (ft) 159 132 30 60 123 157 0 161 ~924 0Queue Length 95th (ft) #260 217 67 110 m#257 177 m3 m133 m88 m0Internal Link Dist (ft) 601 239Turn Bay Length (ft) 200 150 150 250Base Capacity (vph) 384 449 85 447 156 2573 963 312 2848 1211Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.98 0.50 0.44 0.26 0.97 0.51 0.02 0.60 1.03 0.21


HCM Signalized Intersection Capacity Analysis63: 161st St & Metcalf Avenue 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 347 0 205 34 0 106 140 1213 22 171 2696 234Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 1583 1770 1583 1770 5085 1583 1770 5085 1583Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 1583 1770 1583 1770 5085 1583 1770 5085 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 377 0 223 37 0 115 152 1318 24 186 2930 254RTOR Reduction (vph) 0 0 28 0 0 19 0 0 11 0 0 83Lane Group Flow (vph) 377 0 195 37 0 96 152 1318 13 186 2930 171Turn Type Prot pm+ov Prot pm+ov Prot pm+ov Prot pm+ovProtected Phases 7 4 5 3 8 1 5 2 3 1 6 7Permitted Phases 4 8 2 6Actuated Green, G (s) 14.0 26.2 4.8 23.7 11.0 63.3 68.1 17.7 70.0 84.0Effective Green, g (s) 14.0 26.2 4.8 23.7 11.0 63.3 68.1 17.7 70.0 84.0Actuated g/C Ratio 0.11 0.21 0.04 0.19 0.09 0.51 0.54 0.14 0.56 0.67Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 384 408 68 376 156 2575 938 251 2848 1140v/s Ratio Prot c0.11 c0.04 0.02 0.04 0.09 0.26 0.00 c0.11 c0.58 0.02v/s Ratio Perm 0.08 0.02 0.01 0.09v/c Ratio 0.98 0.48 0.54 0.26 0.97 0.51 0.01 0.74 1.03 0.15Uniform Delay, d1 55.4 43.4 59.0 43.1 56.9 20.6 13.0 51.5 27.5 7.5Progression Factor 1.00 1.00 1.00 1.00 0.94 0.73 0.58 1.44 0.27 0.00Incremental Delay, d2 40.9 0.9 8.6 0.4 60.6 0.2 0.0 1.1 14.7 0.0Delay (s) 96.2 44.3 67.6 43.5 113.9 15.1 7.6 75.0 22.3 0.0Level of Service F D E D F B A E C AApproach Delay (s) 76.9 49.4 25.0 23.5Approach LOS E D C C

Intersection SummaryHCM Average Control Delay 30.3 HCM Level of Service CHCM Volume to Capacity ratio 0.96Actuated Cycle Length (s) 125.0 Sum of lost time (s) 18.0Intersection Capacity Utilization 91.4% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBRLane Group Flow (vph) 405 1485 511 278 1611 430 1793 226 2724 524v/c Ratio 1.23 1.19 0.67 1.26 1.44 1.30 0.93 0.91 1.49 0.68Control Delay 158.9 119.9 23.2 196.2 236.5 200.6 24.4 96.5 253.7 29.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 158.9 119.9 23.2 196.2 236.5 200.6 24.4 96.5 253.7 29.8Queue Length 50th (ft) ~208 ~761 306 ~145 ~932 ~222 388 95 ~1113 314Queue Length 95th (ft) m#223 m#818 m339 #236 #1074 m#287 m414 #172 #1201 446Internal Link Dist (ft) 2797 2562 3716 1794Turn Bay Length (ft) 250 250 225 300 300 300Base Capacity (vph) 330 1246 760 220 1118 330 1935 247 1831 774Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 1.23 1.19 0.67 1.26 1.44 1.30 0.93 0.91 1.49 0.68




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 373 1366 470 256 1265 217 396 1485 165 208 2506 482Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 0.91 0.97 0.91 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 3539 1583 3433 3461 3433 5009 3433 5085 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 3539 1583 3433 3461 3433 5009 3433 5085 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 405 1485 511 278 1375 236 430 1614 179 226 2724 524RTOR Reduction (vph) 0 0 0 0 11 0 0 11 0 0 0 2Lane Group Flow (vph) 405 1485 511 278 1600 0 430 1782 0 226 2724 522Turn Type Prot pm+ov Prot Prot Prot pm+ovProtected Phases 7 4 5 3 8 5 2 1 6 7Permitted Phases 4 6Actuated Green, G (s) 10.0 42.0 52.0 6.0 38.0 10.0 46.0 7.0 43.0 53.0Effective Green, g (s) 12.0 44.0 56.0 8.0 40.0 12.0 48.0 9.0 45.0 57.0Actuated g/C Ratio 0.10 0.35 0.45 0.06 0.32 0.10 0.38 0.07 0.36 0.46Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Grp Cap (vph) 330 1246 760 220 1108 330 1923 247 1831 773v/s Ratio Prot c0.12 c0.42 0.06 0.08 c0.46 c0.13 c0.36 0.07 c0.54 0.06v/s Ratio Perm 0.26 0.27v/c Ratio 1.23 1.19 0.67 1.26 1.44 1.30 0.93 0.91 1.49 0.68Uniform Delay, d1 56.5 40.5 27.3 58.5 42.5 56.5 36.8 57.6 40.0 26.7Progression Factor 1.05 0.80 0.84 1.00 1.00 1.19 0.47 1.00 1.00 1.00Incremental Delay, d2 110.6 89.0 1.5 149.7 205.0 150.6 6.6 38.9 222.4 4.7Delay (s) 169.9 121.4 24.5 208.2 247.5 217.7 24.0 96.5 262.4 31.4Level of Service F F C F F F C F F CApproach Delay (s) 108.9 241.7 61.4 216.8Approach LOS F F E F





Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3Volume Total 54 30 27 586 586 311 1265 1265 660Volume Left 27 0 27 0 0 0 0 0 0Volume Right 27 30 0 0 0 18 0 0 27cSH 103 933 183 1700 1700 1700 1700 1700 1700Volume to Capacity 0.53 0.03 0.15 0.34 0.34 0.18 0.74 0.74 0.39Queue Length 95th (ft) 60 3 13 0 0 0 0 0 0Control Delay (s) 74.2 9.0 28.0 0.0 0.0 0.0 0.0 0.0 0.0Lane LOS F A DApproach Delay (s) 74.2 9.0 0.5 0.0Approach LOS F A


Queues69: 162nd Terr & Metcalf Avenue 11/8/2007


Lane Group EBL EBT WBL WBT NBL NBT SBL SBTLane Group Flow (vph) 163 70 33 23 75 1331 75 3115v/c Ratio 0.85 0.26 0.52 0.11 0.82 0.44 0.55 1.02Control Delay 89.6 4.2 85.5 1.1 114.0 15.2 77.2 21.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 89.6 4.2 85.5 1.1 114.0 15.2 77.2 21.1Queue Length 50th (ft) 131 0 27 0 61 222 65 ~972Queue Length 95th (ft) #250 12 #74 0 #157 261 m68 m#78Internal Link Dist (ft) 972 535 2850 375Turn Bay Length (ft) 150 150 150 150Base Capacity (vph) 198 279 64 205 91 3013 156 3044Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.82 0.25 0.52 0.11 0.82 0.44 0.48 1.02


HCM Signalized Intersection Capacity Analysis69: 162nd Terr & Metcalf Avenue 11/8/2007


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 150 0 64 30 0 21 69 1194 30 69 2804 62Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91Frt 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1770 1583 1770 1583 1770 5066 1770 5069Flt Permitted 0.95 1.00 0.71 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1770 1583 1325 1583 1770 5066 1770 5069Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 163 0 70 33 0 23 75 1298 33 75 3048 67RTOR Reduction (vph) 0 63 0 0 22 0 0 2 0 0 2 0Lane Group Flow (vph) 163 7 0 33 1 0 75 1329 0 75 3113 0Turn Type Split Perm Prot ProtProtected Phases 4 4 8 5 2 1 6Permitted Phases 8Actuated Green, G (s) 12.4 12.4 6.0 6.0 6.4 74.3 8.3 76.2Effective Green, g (s) 12.4 12.4 6.0 6.0 6.4 74.3 8.3 76.2Actuated g/C Ratio 0.10 0.10 0.05 0.05 0.05 0.59 0.07 0.61Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 176 157 64 76 91 3011 118 3090v/s Ratio Prot c0.09 0.00 0.00 c0.04 0.26 0.04 c0.61v/s Ratio Perm c0.02v/c Ratio 0.93 0.04 0.52 0.01 0.82 0.44 0.64 1.01Uniform Delay, d1 55.8 50.9 58.1 56.7 58.7 13.9 56.9 24.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.31 0.13Incremental Delay, d2 50.7 0.5 6.9 0.1 42.8 0.1 3.0 10.3Delay (s) 106.6 51.5 64.9 56.8 101.6 14.0 77.7 13.5Level of Service F D E E F B E BApproach Delay (s) 90.0 61.6 18.7 15.0Approach LOS F E B B


Documents

Metcalf Village ShopsIntensity: sf Internal Trip Capture for Proposed Metcalf Village Shops (Zone 323) Total Internal External Retail P.M. Peak Hour Out to External 246,928 Metcalf