6 Transportation Analysis General Summary & Overview

6-1

6 Transportation Analysis General Summary & Overview

Alternative 2 Modified is the preferred alternative for transportation improvements needed to accommodate access to the consolidated DHS Headquarters at St. Elizabeths. It includes the following roadway improvements:

• Interchange modifications at I-295 interchange with Malcolm X Avenue – these improvements would provide direct ramps to the proposed West Campus Access Road and would help separate local traffic from traffic associated with the DHS Headquarters. The interchange modifications would also eliminate existing unsafe weaving conditions on I-295 and reduce the number of merge points onto I-295 northbound.

• West Campus Access Road – this three-lane road would run parallel to I-295 to its East between the Malcolm X Avenue interchange and Firth Sterling Avenue. This new road would connect to the proposed access modifications at Malcolm X Avenue and provide access to the West Campus portion of the DHS Headquarters consolidation.

• Firth Sterling Avenue / West Campus Access Road Intersection Improvements – these improvements will connect the West Campus Access Road with existing Firth Sterling Avenue and provide improvements and modifications to Firth Sterling Avenue and its side streets.

• Martin Luther King Jr. Avenue Improvements – these improvements include two travel lanes in each direction, an additional turn lane, median, and sidewalks along Martin Luther King Jr. Avenue to mitigate traffic associated with FEMA and Gates 1 and 2 on the West Campus.

In addition, the preferred alternative would include the implementation of a shuttle system to reduce vehicular demand within the vicinity of St. Elizabeths Campus. Two routes are proposed to serve the Congress Heights Metro Station. One route is proposed between the Anacostia Metro Station and DHS Headquarters

The No Action Alternative studied in this report includes the full development of West Campus but no relocation of the FEMA Headquarters. No improvements to I-295 are included and minimal improvements to the local street network are proposed. The West Campus Access Road connects only to Firth Sterling Avenue to the north and does not provide direct access to the south to Malcolm X Avenue or I-295. Under this alternative, estimated traffic demand headed to the West Campus cannot be accommodated. Traffic would be concentrated along the northern end of the proposed West Campus Access Road and Firth-Sterling Avenue creating bottleneck conditions. Shuttle service under this alternative would be less than the full shuttle system proposed under the Preferred Alternative. Shuttle service would only be provided to the Anacostia Metro Station. No service would be provided at the Congress Heights Metro Station as there would not be an adequate route available to reach West Campus. Given the poor connectivity to the DHS Headquarters and congested traffic operations, the No Action Alternative does not meet the purpose and need for the transportation elements of the St. Elizabeths Master Plan.

6-2

Alternative 2 and Alternative 2 Modified provide generally the same transportation improvements. Alternative 2 Modified differs from Alternative 2 in that it requires less right-of-way and consequently it produces less impact to NPS parklands when compared to Alternative 2. It also reduces the number of bridges needed at the Malcolm X Avenue interchange with I-295 compared to the proposed design in Alternative 2 and reduces the number of required merge points onto I-295 northbound.

Both Build Alternative 2 and Build Alternative 2 Modified improve traffic operations when compared to the No Action Alternative. Freeway speeds improve while higher shares of estimated traffic demand are accommodated on the freeway segments. Local and arterial traffic operations in both Build Alternatives do not degrade from the No Action Alternative.

Improvements to traffic operations are generally greater in the AM peak hour. Higher levels of congestion under all scenarios are present in the PM peak hour and as a consequence improvements to traffic operations are less clear. Table 6-1 compares freeway operations for traffic approaching and leaving the major interchanges on I-295 that would provide access to St. Elizabeths Campus. During the AM peak hour, both Build Alternatives serve higher shares of traffic demand and improve average freeway speeds on I-295 northbound approaching the Malcolm X Avenue interchange and on I-295 southbound approaching the Suitland Parkway interchange. During the PM peak hour, both Build alternatives serve significantly higher traffic demand (roughly 10 percent more) and consequently they show some degradation in average vehicle speed. This is especially noticeable in the southbound direction where speeds decrease in approximately 10mph when compared to the No Action alternative. It is important to note that the lower percent of demand served in the No Action alternative reflects gridlock conditions generated upstream of these segments thus, in this alternative, the higher speeds are the result of metered traffic conditions while, on the Build alternatives, the lower speeds are the result of better upstream traffic conditions due to the proposed improvements.

Table 6-1: 2035 AM and PM Peak Hour Freeway Operations at Major Access Points to St. Elizabeths Campus

No Action Build Alternative 2

Build Alternative 2 Modified

I-295 Northbound Approaching Malcolm X Ave Interchange (AM Peak Hour)

Estimated Traffic Demand Served 94% 97% 97%

Average Freeway Speed 29 mph 37 mph 35 mph

I-295 Southbound Approaching Suitland Parkway Interchange (AM Peak Hour)



I-295 Northbound Leaving Suitland Parkway Interchange (PM Peak Hour)



I-295 Southbound Leaving Malcolm X Avenue Interchange (PM Peak Hour)



6-3

Similar improvements to traffic operations occur on the local and arterial street networks. Improvements are greater in the AM peak hour than in the PM peak hour. Table 6-2 compares local and arterial traffic operations at major access points to St. Elizabeths Campus. Overall, intersection LOS improves in the AM peak hour under both Build Alternatives but degrades slightly in the PM peak hour. Under the No Action Alternative, access to St. Elizabeths West Campus is concentrated primarily on the West Campus Access Road. Traffic demand exceeds the available capacity of the local street network. Under both Build Alternatives, the proposed modifications to the Malcolm X Avenue interchange spreads out traffic demand accessing St. Elizabeths. As a consequence, there is less demand on the West Campus Access Road from the north and higher shares of traffic demand can be accommodated. Under both Build Alternatives, higher traffic demands are expected along Martin Luther King Jr. Avenue than the No Action Alternative. Proposed improvements to Martin Luther King Jr. Avenue in both Build Alternatives help to mitigate traffic associated with this demand. Both Alternatives accommodate a similar share of estimated traffic demand as the No Action Alternative.

Table 6-2: 2035 AM and PM Peak Hour Local and Arterial Traffic Operations at Major Access Points to St. Elizabeths Campus

No Action Build Alternative 2

Build Alternative 2 Modified

Share of Study Area Intersections Operating below LOS F

AM Peak Hour 78% 84% 84%

PM Peak Hour 78% 77% 74%

Proposed West Campus Access Road – Southbound Approaching Intersection at Gates 6 and 7 (AM Peak Hour)

Estimated Traffic Demand 1,590 390 390


Proposed West Campus Access Road – Northbound Leaving Intersection at Gates 6 and 7 (PM Peak Hour)

Estimated Traffic Demand 1610 745 745


Martin Luther King Jr. Avenue – Southbound Approaching Intersection at Gate 1 (AM Peak Hour)

Estimated Traffic Demand 955 1,100 1,100


Martin Luther King Jr. Avenue –Northbound Leaving Intersection at Gate 1 (PM Peak Hour)

Estimated Traffic Demand 675 930 930


Alternative 2 Modified provides the best balance between providing additional access to the St. Elizabeths Campus while minimizing impacts to adjacent lands. Traffic operational analysis results demonstrate that the No Action alternative cannot accommodate the demand associated with the DHS Headquarters consolidation. Both Build Alternatives improve traffic operations and accommodate a higher share of estimated traffic demand. Alternative 2 Modified, the preferred alternative, can provide similar improvements with fewer impacts to adjacent parklands and less right-of-way requirements.

7-1

7 List of Preparers

Name & Affiliation Contribution

Dawud Abdar-Rahman GSA

GSA Project Executive, Project Development

Nia Francis GSA

GSA Project Manager, Project Development

Denise Decker GSA

GSA NEPA Team Lead, Project Development

Bob Canon DHS

DHS Acting Employee Transportation Coordinator

Karina Ricks DDOT

DDOT Associate Director, Policy Planning & Sustainability Administration.

Faisal Hameed DDOT

DDOT Division Chief, Policy Planning & Development

Jamie Henson DDOT

Systems Transportation Planner, DDOT Project Manager

Geraldine Gardner District Office of Planning

DC OP Associate Director, Neighborhood Planning

Feras Qumseya Office of the Deputy Mayor for Planning and Economic Development

DMPED Senior Development Manager

Jack Van Dop FHWA – Eastern Federal Lands

Environmental Specialist, FHWA Project Manager

Robert Prunty, PE CH2M HILL

Consultant Project Manager, Traffic and Transportation Lead, Primary Author

Tim Neuman, PE CH2M HILL Alternatives Development

Edward Granzow CH2M HILL Traffic Forecasting Lead

Stephanie Eiler CH2M HILL Transit Alternatives Lead

Richard Staudinger, PE CH2M HILL Transit and Alternatives Development

7-2


Lara Hegler, PE CH2M HILL Traffic and Transportation, Existing Conditions Lead

Marlon Smoker, PE CH2M HILL Alternatives Development

Cindy Juliano, PE CH2M HILL Travel Demand Management Lead

Bill Love, PE CH2M HILL Traffic and Transportation, Primary Author

Joshua Johnson, PE CH2M HILL Traffic and Transportation

Vanessa Holt, PE CH2M HILL Traffic and Transportation, Primary Author

Giri Kilim, PE CH2M HILL Traffic Forecasting

Kavita Boddu, PE CH2M HILL Traffic and Transportation

Ashfaq Khan, PE CH2M HILL Traffic Forecasting

Dante Perez Bravo CH2M HILL Traffic Forecasting

Terry Yuen, PE CH2M HILL Traffic and Transportation

Charles Wence CH2M HILL Traffic and Transportation

Alyson Welsh CH2M HILL Traffic and Transportation

Jennifer Emerson CH2M HILL Traffic Forecasting

Susan Gygi, PE HNTB

Consultant Project Manager, Concept Alternatives Development Lead, Primary Author

Jon Whitney HNTB Concept Alternatives Development

Anna Bentley, AICP HNTB

Concept Alternatives Development, Primary Author

Thomas Fleming, PE HNTB

Concept Alternatives, Preliminary Engineering, Roadway & Structures, Cost Estimation

7-3


Minh Tonthat, PE HNTB Preliminary Engineering, Roadway & Structures, Cost Estimation

Naresh Muthadi HNTB Preliminary Engineering, Roadway & Structures, Cost Estimation

Jason Kaltwasser, PE HNTB Preliminary Engineering, Roadway & Structures, Cost Estimation

Catherine Cannon HNTB Preliminary Engineering, Roadway & Structures, Cost Estimation

Fasil Gebremariam HNTB Preliminary Engineering, Roadway & Structures, Cost Estimation

Gustavo Ceballos, PE HNTB

Traffic Analysis – No Action-Alternative

Shankar Natarajan HNTB Traffic Analysis – No Action-Alternative

Bo Yuan HNTB Traffic Analysis – No Action-Alternative

Rakesh Nune HNTB Traffic Analysis – No Action-Alternative

Raj Paradkar, PE Michael Baker Jr. Inc

Traffic and Transportation

Appendix A

A1: 2020 AM Scenarios Queuing Exhibit

A2: 2020 PM Scenarios Queuing Exhibit

A3: 2035 AM Scenarios Queuing Exhibit

A4: 2035 PM Scenarios Queuing Exhibit

A5: 2020 Intersection Queuing Summary Tables

A6: 2035 Intersection Queuing Summary Tables

No Action Alternative Build Alternative 2 Build Alternative 2 Modified

2020 AM Scenarios Queuing

APPENDIX A-1

2020 AM SCENARIOS QUEUING


2020 PM Scenarios Queuing

APPENDIX A-2

2020 PM SCENARIOS QUEUING


2035 AM Scenarios Queuing

APPENDIX A-3

2035 AM SCENARIOS QUEUING


2035 PM Scenarios Queuing

APPENDIX A-4

2035 PM SCENARIOS QUEUING

St Elizabeths Campus

2020 VISSIM Queue Results

Appendix A-5

Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter #

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

NB LT-TH-RT 111 245 194 371 121 226 110 218 111 216 1018 1486 1482 1947 1332 1476 1109 1475

EB LT-TH-RT 121 350 88 179 89 191 96 214 97 209 348 396 339 367 349 366 350 366

SB LT-TH-RT 131 370 113 330 156 299 204 352 201 350 417 470 295 492 210 402 209 404

WB LT-TH-RT 141 400 48 163 1139 1299 1069 1292 1076 1297 808 1260 1451 1810 1073 1286 1157 1287

TH 812 300 315 369 395 451 291 457 295 457 420 468 343 420 348 447 338 437

RT 813 1340 826 1693 430 1680 159 656 116 235 544 859 190 352 164 314 174 342TH 822 470 47 93 150 502 37 87 32 70 88 109 81 247 51 102 54 99RT 823 1950 101 324 2083 2219 626 2171 626 2173 1548 1701 1390 2182 1618 2175 1558 2176

TH 832 200 141 247 101 215 47 119 46 116 228 271 8 23 17 55 16 50RT 833 550 160 278 197 330 235 392 237 405 214 255 122 218 98 182 101 180TH 842 200 209 265 138 246 107 267 108 264 229 270 39 175 64 193 65 193

RT 843 600 544 732 588 1184 937 1190 861 1190 510 592 153 264 337 505 265 438

LT 1011 490 104 224 178 336 205 453 185 369 184 221 226 508 113 268 109 238TH 1012 490 105 226 179 337 206 453 185 369 184 222 226 508 113 269 109 238LT 1021 440 149 268 175 292 189 316 190 342 220 261 112 217 137 266 139 260RT 1023 440 149 269 176 292 189 316 190 343 220 262 112 218 137 266 140 261

SB TH-RT 1032 450 36 94 36 92 49 162 46 121 186 252 917 1509 84 231 71 175

LT 1111 150 75 136 63 117 60 120 61 120 133 147 89 158 64 122 63 119

TH-RT 1112 300 78 137 66 118 59 116 60 116 129 143 86 154 63 117 61 116

LT-TH 1121 170 83 171 69 159 83 246 83 252 428 561 143 321 197 445 191 422

RT 1123 170 68 183 41 156 70 240 70 246 402 531 108 289 158 394 155 388

SB LT-TH-RT 1131 550 49 166 98 268 157 389 164 384 811 1341 274 654 247 639 241 539

NWB LT-TH-RT 1141 970 82 183 126 277 84 190 82 199 194 246 62 146 66 154 71 160

LT 1311 330 39 136 147 372 143 398 160 443 309 400 238 402 270 394 302 406

TH-RT 1312 330 38 138 146 325 159 403 180 447 355 489 234 413 238 395 273 407

LT 1321 180 48 111 54 130 72 156 72 231 73 100 20 64 6 62 4 33

TH 1322 210 89 153 265 304 261 349 229 306 299 345 272 305 210 301 209 300

RT 1323 160 55 121 235 271 159 288 131 255 252 294 224 254 165 249 162 249

LT 1331 440 92 243 145 298 198 664 186 562 352 577 1461 1979 319 744 261 627

TH 1332 440 104 243 151 298 204 667 190 565 352 578 1462 1974 322 747 264 622

RT 1333 150 115 255 150 297 201 664 187 562 352 578 1461 1979 322 746 264 630

LT 1341 260 984 5300 629 4064 698 4616 956 5297 110 148 34 92 31 111 33 117

TH 1342 1000 3486 5341 788 4068 1133 4845 1272 5296 331 434 224 363 183 354 160 325

LT 1411 750 690 1124 767 1124 715 1128 720 1128 344 422 135 300 145 271 144 276

TH-RT 1412 380 578 1120 682 1120 598 1124 568 1125 336 415 139 296 137 267 138 270

LT 1421 340 49 126 49 116 50 137 57 163 168 192 41 113 52 139 45 111

TH 1422 4570 62 181 35 123 98 230 93 215 1569 1701 4825 5300 1619 4434 1695 4818

RT 1423 450 41 170 16 82 58 185 57 178 174 245 56 163 40 125 41 144

LT 1431 800 438 831 521 831 572 835 573 835 792 875 624 836 696 836 687 836

TH-RT 1432 300 501 826 592 826 613 830 611 830 788 870 636 828 693 831 689 831

LT 1441 360 25 92 500 5260 28 91 33 113 132 161 44 117 45 130 45 135

TH 1442 2170 4315 5341 4854 5338 4292 5333 4396 5340 259 310 108 232 108 234 108 230

RT 1443 570 6 23 9 36 8 39 8 27 66 88 12 43 10 41 11 44

NB LT-RT 1611 50 14 26 84 114 34 85 17 74 85 117 98 176 7 49 11 63

LT 1631 180 8 33 12 48 25 113 15 58 43 66 13 41 9 29 10 45

TH-RT 1632 180 7 32 11 47 24 111 14 56 41 63 13 40 9 29 10 44

WB LT 1641 330 1 0 247 343 86 332 73 289 61 92 89 199 32 94 37 110

16Barry Rd/Firth Sterling Ave

SETWSC

13Suitland Parkway/Firth

Sterling Ave SESignal

NEB

SEB

SB

SWB

NWB

14Suitland Pkwy SE/Stanton

Rd SESignal

NB

EB

SB

WB

10Howard Rd/Firth Sterling

AveSignal

NB

EB

11Howard Rd/MLK Jr.

Ave/Sheridan RdSignal

NB

EB

1 MLK Jr Ave/Good Hope Rd Signal

8South Capitol St/Suitland

Pkwy/Howard Rd (Traffic

Circle)

Signal

2020 AM Peak Hour - All Vehicles 2020 PM Peak Hour - All Vehicles

2020 AM Peak - No Build2020 AM Peak - No

Action

2020 AM Peak -

Alternative 2

2020 AM Peak -

Alternative 2 Modified2020 PM Peak - No Build

2020 PM Peak - No

Action

2020 PM Peak -

Alternative 2

2020 PM Peak -

Alternative 2 Modified

NB

EB

SB

WB

Appendix A-5: 2020 VISSIM Queue Results 1

Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter #

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)


Action

2020 AM Peak -

Alternative 2

2020 AM Peak -


2020 PM Peak - No

Action

2020 PM Peak -

Alternative 2

2020 PM Peak -


LT 1811 180 28 97 31 68 50 113 72 137 48 79 16 59 7 30 6 31

TH-RT 1812 5000 631 1254 3861 5313 947 1860 1206 2074 320 380 484 1232 129 219 125 205

LT 1821 90 188 341 386 439 221 417 223 417 401 462 159 418 220 419 250 419

TH 1822 380 72 285 364 434 88 338 108 412 401 459 413 436 315 417 349 417

RT 1823 380 71 284 363 433 87 337 107 412 398 456 413 435 315 417 349 417

SB LT-TH-RT 1831 1330 158 327 1610 1779 1062 1784 1140 1788 1339 1657 1093 1750 252 480 271 512

LT 1841 380 193 320 287 347 267 390 262 392 265 364 252 339 211 343 229 342

TH-RT 1842 380 194 321 288 348 268 391 263 393 266 365 252 339 211 343 229 343

NB LT-TH-RT 1911 700 111 240 341 717 35 112 33 111 103 130 170 351 29 88 26 84

EB LT-TH-RT 1921 500 5 25 44 69 27 56 27 56 39 53 224 410 200 345 175 307

SB LT-TH-RT 1931 1470 49 111 113 289 0 0 0 0 226 312 360 733 0 0 1 0

WB LT-TH-RT 1941 270 1 19 5 30 0 0 0 0 21 25 1 0 1 0 1 20

NB LT-TH-RT 2011 1050 134 341 255 846 5 28 6 29 140 173 57 115 12 46 12 48

EB LT-TH-RT 2021 400 0 0 12 45 16 50 15 49 0 0 67 138 48 112 52 115

SB LT-TH-RT 2031 700 39 98 90 171 73 174 68 175 246 341 209 387 4 34 3 22

WB LT-TH-RT 2041 470 15 45 26 71 23 54 23 54 70 119 29 76 94 165 88 157

TH 22122 740 33 80 54 128 44 115 46 119 751 819 773 805 735 798 747 794

RT 22123 120 3 21 6 23 0 0 0 0 742 819 385 787 428 784 467 785

LT-TH 22131 400 106 215 107 251 58 130 60 128 381 524 62 115 92 168 89 154

RT 22133 370 103 212 105 249 35 131 37 123 382 525 59 115 91 169 88 155

WB LT-TH 22141 70 55 140 72 140 95 138 93 137 114 165 47 91 59 124 55 120

LT-TH 22211 700 49 118 58 136 59 138 59 137 53 69 18 52 14 46 13 46

RT 22213 470 48 116 57 134 58 136 57 135 51 67 17 50 14 45 12 44

LT 22221 70 55 144 70 167 59 165 62 166 173 192 106 179 150 174 149 172

TH 22222 70 55 144 70 166 60 165 62 166 176 195 108 182 154 180 153 175

WB TH-RT 22242 500 241 421 823 2767 308 585 306 598 118 150 44 92 67 163 57 132

EB RT 2323 170 0 0 11 73 0 0 0 0

LT 2331 100 233 796 3605 5298 61 78 11 27

RT 2333 660 123 663 3663 5298 0 0 0 0

WB LT 2341 770 22 84 346 2228 73 98 22 97

LT 2611 130 447 894 341 876 537 998 372 994 508 642 156 418 161 441 141 433

TH 2612 280 386 918 354 846 444 1010 340 1007 322 583 55 139 61 172 58 144

LT-TH 2621 620 119 287 77 162 159 359 153 346 410 554 175 454 159 322 148 279

RT 2623 620 119 287 75 160 157 356 151 343 406 549 170 449 155 318 144 276

LT 2631 100 36 85 52 222 67 254 49 158 151 349 25 68 33 90 25 67

TH-RT 2632 420 106 216 181 357 195 380 148 284 386 558 154 261 220 381 171 315

WB LT-TH-RT 2641 350 189 306 195 389 195 329 197 321 233 302 98 206 96 180 91 178

LT 2811 530 41 102 45 105 167 481 47 201 188 227 54 121 9 41 9 42

RT 2813 45 39 99 45 104 187 459 60 209 189 228 55 122 28 68 32 82

NEB TH-RT 2822 150 103 304 94 176 149 265 117 242 67 86 24 49 25 62 24 51

LT 2841 140 23 77 15 57 12 48 12 53 135 166 25 88 13 51 16 65

TH 2842 570 47 100 40 84 21 64 21 67 146 181 51 144 52 161 53 170

LT 3011 420 208 410 220 427 337 1071 266 532 95 138 29 74 30 75 28 75

RT 3013 420 210 411 221 428 338 1072 267 534 96 139 30 75 31 76 29 77

TH 3022 80 102 192 110 204 41 94 31 72 276 371 163 264 144 167 151 198

RT 3023 80 102 192 110 204 42 94 31 72 276 371 162 263 144 167 151 198

WB LT-TH 3041 140 111 183 84 157 81 149 189 229 83 142 83 158

28 MLK Jr. Ave/Alabama Ave Signal

NB

SWB

30 Alabama Ave/Wheeler Rd Signal

NB

EB

23 Malcolm X/I-295 NB Ramps OWSC SB

26 Malcolm X Ave/MLK Jr. Ave Signal

NB

EB

SB

221S Capitol St SB

Ramps/Malcolm X AveSignal

EB

SB

222S Capitol St NB


NB

EB

19MLK JR Ave/DHS Gate 1

(west campus)/UCC Visitor

(East Campus)

Signal

20MLK Jr Ave/DHS Gate 2

(west campus)/UCC & FEMA

(east campus)

Signal

18S Capitol St/Firth Sterling

Ave SESignal

NB

EB

WB


Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter #

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)


Action

2020 AM Peak -

Alternative 2

2020 AM Peak -


2020 PM Peak - No

Action

2020 PM Peak -

Alternative 2

2020 PM Peak -


LT-TH 3211 240 122 241 109 256 114 235 113 234 187 245 57 135 62 142 61 148

RT 3213 85 121 240 108 255 114 236 114 235 186 244 57 135 62 142 60 148

LT 3221 115 49 125 26 80 33 97 33 85 53 71 8 45 9 47 8 45

TH-RT 3222 540 31 68 18 55 20 55 20 60 131 169 46 110 80 158 81 158

LT 3231 270 68 142 72 152 86 177 83 181 245 307 99 180 102 196 105 208

TH-RT 3232 270 65 139 72 152 87 179 84 182 242 303 101 182 102 196 105 208

LT 3241 95 4 23 15 63 25 75 25 76 69 103 23 75 22 71 24 87

TH-RT 3242 920 89 196 63 129 90 174 90 167 119 146 68 139 75 155 77 155

LT 4011 670 1447 1558 1436 1565 1374 1554 1383 1558 528 611 219 374 186 322 185 358

TH-RT 4012 240 1447 1558 1373 1553 1382 1557 527 610 186 323 185 358

LT-TH 4021 230 20 66 30 92 31 92 31 82 582 768 138 361 143 361 136 337

RT 4023 1330 28 72 37 96 37 97 36 88 587 774 144 366 150 367 143 343

LT 4031 130 5 22 6 24 8 43 8 37 11 22 1 18 2 21 5 25

TH-RT 4032 1860 106 198 113 237 110 205 114 206 145 164 114 182 114 182 101 168

NWB LT-TH-RT 4041 200 200 380 377 642 209 394 273 609 73 95 12 44 8 32 11 46

EB LT-TH 4221 150 861 1714 140 453 161 806 154 670 261 370 561 1269 132 396 224 459

SB RT 4233 380 509 531 171 359 96 215 96 210 471 528 111 298 90 190 99 230

WB TH-RT 4242 270 536 557 490 568 461 558 476 559 151 200 237 547 75 294 80 371

LT 4611 150 46 119 70 199 113 205 114 203 112 131 29 76 17 61 19 66

TH-RT 4612 480 53 122 78 201 113 205 114 203 114 134 36 79 27 72 29 79

EB LT-TH-RT 4621 350 28 87 30 87 30 85 31 90 49 73 8 35 8 26 8 33

LT 4631 80 15 60 18 57 19 63 19 61 233 297 16 66 29 109 20 82

TH-RT 4632 340 22 76 31 93 15 45 16 51 176 233 22 69 23 69 24 70

LT-TH 4641 220 46 103 27 95 54 106 55 104 136 161 69 128 73 127 74 126

RT 4643 220 48 103 29 95 38 88 39 86 128 153 59 117 63 117 64 116

NB TH-RT 4812 850 110 204 110 242 158 345 157 337 104 128 30 78 51 113 61 112

LT 4831 250 21 85 53 138 67 155 68 153 376 478 35 138 70 183 80 180

TH 4832 1050 5 40 10 48 21 69 19 66 185 260 18 49 78 185 78 187

LT 4841 220 83 139 41 93 55 100 51 101 84 111 53 105 15 58 15 61

RT 4843 220 82 137 38 90 54 98 51 100 74 99 41 93 10 46 11 49

NB LT-TH-RT 10511 440 13 44 23 64 34 73 34 80 49 69 11 24 10 25 10 25

EB LT-TH-RT 10521 260 38 114 33 103 32 118 32 117 144 179 24 113 25 94 27 111

SB LT-TH-RT 10531 130 3 25 6 27 5 20 5 24 129 213 27 66 43 92 45 96

WB LT-TH-RT 10541 500 32 117 37 100 47 127 48 126 153 186 47 131 59 137 58 143

LT 10611 300 134 485 132 306 287 875 125 381 109 127 66 107 63 104 63 103RT 10613 120 135 486 134 308 289 877 127 383 110 127 67 108 64 106 64 105

NEB TH-RT 10622 1370 0 0 1 0 7 55 3 0 11 33 0 0 1 0 0 0LT 10641 110 12 56 8 44 25 103 24 90 119 147 21 95 44 142 39 129

TH 10642 170 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NB TH-RT 12112 400 96 236 988 1773 1336 1770 1315 1773 307 338 143 493 1013 1997 1156 1997

LT 12121 650 4553 5315 916 2136 1508 2145 1318 2830 1061 1401 524 1770 573 1414 453 1038

RT 12123 210 4552 5314 916 2135 1508 2145 1317 2830 1060 1400 523 1770 573 1414 451 1037

LT 12131 300 62 137 72 155 64 137 64 138 385 433 279 390 304 394 303 390

TH 12132 300 65 137 73 154 65 137 65 139 385 433 279 390 305 395 304 391

WB LT-RT 12141 740 182 372 148 262 158 399 159 370 1552 1699 3046 4453 1607 3945 2221 4453

NB LT 12211 270 27 93 57 132 98 183 80 170 356 1486 190 166 717 3718 652 4002

SB TH-RT 12231 1450 17 44 12 58 18 46 19 46 1236 1524 775 1494 672 1488 658 1491

LT 12311 500 326 680 302 628 289 458 300 466 280 329 830 2965 185 303 182 279

RT1 12313 390 325 680 300 626 291 461 302 469 283 332 833 2968 188 306 185 282

RT2 12314 300 324 679 300 626 286 455 296 463 280 328 829 2965 185 303 182 278

LT 12321 160 72 186 350 2513 117 498 83 193 276 371 133 352 54 169 225 595

TH 12322 360 9 51 1649 3553 253 711 228 443 690 811 543 782 607 811 593 797

TH 12342 220 250 329 103 289 157 323 157 323 258 353 132 337 133 266 118 254

RT 12343 200 259 342 93 271 157 319 156 320 250 345 133 339 147 330 134 329

EB

SEB

NWB

122 11th St/I-295 NB On-ramp Signal

123Suitland Pkwy/I-295 NB

RampsSignal

NB

SWB

12111th St/I-295 NB ramps/I-

295 SB Off-rampSignal

EB

SB

105 Alabama Ave/12th St SE Signal

106 MLK Jr Ave/4th St SE OWSC

NB

SB

WB

48 MLK Jr. Ave/Pecan St SignalSB

WB

42Minnesota Ave/Good Hope

RdSignal

46 MLK Jr. Ave/Cypress St Signal

40 MLK Jr. Ave/South Capitol St Signal

NB

SEB

SB

32 Alabama Ave/13th St Signal

NB

EB

SB

WB


Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter #

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)


Action

2020 AM Peak -

Alternative 2

2020 AM Peak -


2020 PM Peak - No

Action

2020 PM Peak -

Alternative 2

2020 PM Peak -


NB RT 12413 1500 39 111 1097 2923 168 372 151 317 1110 1528 521 891 566 972 583 991

TH 12422 280 26 86 73 200 53 150 30 85 480 540 300 427 368 463 367 487

RT 12423 150 7 49 0 0 1 0 1 0 516 579 30 223 28 116 26 99

WB RT 12433 620 87 476 451 3772 33 115 26 104 114 150 15 66 31 112 23 93

NWB LT 12441 360 243 401 298 855 624 858 550 858 240 286 35 115 98 206 77 178

LT 12511 160 262 813 485 1326 328 912 307 1008 239 356 396 929 392 740 334 637

TH 12512 370 18 71 20 73 23 78 21 77 104 122 37 100 40 104 42 95

RT 12513 370 11 63 13 66 15 66 14 66 94 111 31 91 32 95 32 85

LT 12521 230 108 206 256 604 691 1151 692 1142 767 1206 183 443 250 611 248 605

RT 12523 730 110 208 258 606 690 1150 691 1141 766 1205 182 442 249 610 247 604

LT 12531 110 5 25 10 47 7 32 6 31 187 255 38 138 30 96 30 97

TH 12532 340 19 67 29 81 30 76 26 73 172 265 73 189 72 224 71 230

RT 12533 120 22 65 33 103 15 55 15 63 178 293 21 79 17 67 16 64

LT 12541 370 21 73 265 380 119 214 106 206 80 111 36 108 31 115 34 114

RT 12543 700 20 71 263 378 126 222 113 213 87 118 43 115 38 123 43 128

NB LT-TH-RT 12611 270 113 193 53 103 66 112 66 114 133 163 36 98 33 94 32 90

EB LT-TH-RT 12621 580 33 92 12 48 38 102 39 104 115 151 37 108 63 150 66 160

SB LT-TH-RT 12631 200 16 50 25 71 29 83 30 86 158 308 41 104 69 157 73 166

WB LT-TH-RT 12641 50 47 109 88 167 77 110 76 110 188 233 56 114 77 127 87 146

NB LT-TH-RT 15111 100 9 29 66 173 60 176 61 181 65 94 53 186 95 213 97 213

EB LT 15121 320 1 0 17 79 9 57 14 72 16 25 58 178 22 100 36 188

SB LT-TH-RT 15131 90 7 28 43 130 14 67 19 86 64 72 23 99 10 45 13 64

WB LT 15141 420 3 32 494 562 285 591 314 589 72 108 48 195 136 405 178 478

LT 15211 100 901 1260 232 654 227 577 2863 3083 332 1190 761 2066

TH-RT 15212 1050 520 1241 79 147 77 157 1861 3112 181 702 539 2036

EB TH-RT 15222 260 1996 2130 34 121 40 161 967 2079 203 446 198 465

LT 15241 350 420 484 246 447 267 453 225 390 249 339 260 342

TH 15242 350 355 483 358 454 364 466 168 382 180 338 200 343

NB TH-RT 15312 2640 2007 3454 1645 3391 51 112 60 111

SB LT-TH 15331 1900 58 108 58 102 96 189 100 204

LT 15341 370 49 106 48 103 159 235 179 263

RT 15343 370 0 0 54 112 52 108 467 816 158 234 178 262

SB LT-TH 15431 1050 108 756 17 78 17 78 88 242 28 119 30 124

WB LT-RT 15441 700 349 770 49 75 50 80 728 760 92 327 186 730

TH1 15712 430 203 795 126 389 9 55 17 73TH2 15713 430 167 297 9 0 5 25 2 21

EB LT 15721 1360 238 1014 33 123 33 87 3 22

SB TH 15732 1260 9 45 0 0 65 180 57 159

LT 16011 620 132 254 159 323 23 70 41 108RT 16013 180 105 227 151 315 19 63 50 105LT 16021 380 58 137 58 137 8 35 10 48TH 16022 560 25 80 23 79 37 74 59 107LT 16031 110 17 62 17 62 65 122 60 109RT 16033 600 10 45 10 45 51 108 48 95TH 16042 700 187 283 182 269 144 251 120 218

RT 16043 170 17 44 19 48 5 41 4 39

NB LT-TH 20611 160 51 98 47 83 48 79 50 87 66 78 28 48 36 67 36 64

LT 20621 820 24 60 30 58 25 54 24 53 303 426 81 186 84 180 78 163RT 20623 820 24 60 30 57 25 54 24 53 303 426 81 185 84 180 78 163

SB TH-RT 20632 680 7 37 23 68 23 64 23 64 235 294 66 163 59 136 62 153

NB LT-TH-RT 21011 560 332 816 188 446 392 995 272 808 47 66 19 48 18 41 27 70

EB LT-TH-RT 21021 370 98 243 56 129 73 163 65 152 101 152 164 761 117 275 89 214

WB LT-TH-RT 21041 280 64 177 62 190 104 267 84 216 92 141 38 85 44 112 41 88

NB LT-TH-RT 21111 480 95 299 88 230 113 321 84 235 104 134 31 61 32 70 34 73

EB LT-TH-RT 21121 290 14 53 8 23 17 45 16 44 28 44 20 27 25 43 33 69

SB LT-TH-RT 21131 330 2 19 7 44 5 25 4 25 56 85 23 40 18 26 19 26

WB LT-TH-RT 21141 390 10 21 14 26 16 45 16 45 43 69 17 27 16 45 15 45

211 Malcolm X Ave/8th St SE AWSC

206 Cypress St/13th St SE AWSC EB


NB

160Malcolm X/West Access

RdSignal

NB

EB

SB

WB

154 West Access Rd/Gate 6-7 OWSC

157I-295 SB Ramps/West

Access RdSignal

152Firth Sterling

Ave/Stevens RdSignal

NB

WB

153 West Campus Gate 4 Signal

WB

126Malcolm X Ave/13th St

SE/Congress Heights BusSignal

151 Firth Sterling Ave/Eaton Pl TWSC

125 Suitland Pkwy/MLK Jr Ave Signal

NB

EB

SB

WB

124Suitland Pkwy/I-295 SB

RampsSignal

SEB


St Elizabeths Campus

2035 VISSIM Queue Results

Appendix A-6

Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter

#

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

NB LT-TH-RT 111 245 1404 2845 375 689 239 594 246 443 1419 1741 1626 2419 1845 2774 1992 2781

EB LT-TH-RT 121 350 187 368 175 366 187 366 190 367 350 364 353 368 351 366 351 366

SB LT-TH-RT 131 370 193 320 220 373 274 452 267 447 274 500 291 423 338 491 333 428

WB LT-TH-RT 141 400 1206 1293 1255 1297 1191 1301 1217 1305 1225 1288 1382 1809 1193 1287 1183 1286

TH 812 300 312 400 381 453 289 453 313 461 347 447 377 432 315 424 323 424

RT 813 1340 953 1711 427 662 577 892 625 929 496 1593 174 332 222 360 227 371TH 822 470 68 201 72 128 49 108 52 119 178 498 127 333 64 113 68 115RT 823 1950 159 587 2183 2218 493 1975 683 2174 1394 2171 1641 2184 1251 2174 1312 2174

TH 832 200 132 248 37 109 57 133 59 128 144 242 20 191 26 72 28 75RT 833 550 208 336 242 462 246 437 279 565 199 314 181 321 178 290 183 292TH 842 200 209 268 98 244 171 268 167 268 125 268 38 179 72 198 73 199

RT 843 600 579 737 657 1178 718 1118 798 1123 139 237 275 411 202 385 251 430

LT 1011 490 155 288 163 302 203 424 202 362 69 165 976 3250 446 737 187 439TH 1012 490 156 289 164 304 203 425 203 363 69 165 976 3250 447 737 187 439LT 1021 440 212 309 191 292 205 324 205 322 152 247 141 259 166 304 209 326RT 1023 440 213 310 191 293 206 324 206 322 152 247 141 260 166 304 209 326

SB TH-RT 1032 450 42 99 51 130 67 174 65 160 75 193 1080 1510 508 972 134 430

LT 1111 150 127 295 87 150 98 169 90 158 90 152 105 186 106 391 124 405

TH-RT 1112 300 128 295 89 150 95 165 86 154 87 148 102 182 105 387 122 400

LT-TH 1121 170 130 321 108 273 152 664 120 312 124 217 328 2383 190 460 223 703

RT 1123 170 111 324 95 268 111 313 110 306 93 188 292 2346 151 416 188 610

SB LT-TH-RT 1131 550 109 278 131 280 153 393 162 389 314 728 439 1472 274 704 426 1725

NWB LT-TH-RT 1141 970 115 253 183 362 148 297 125 245 109 204 82 174 100 351 111 324

LT 1311 330 103 308 180 332 91 257 97 250 113 306 340 403 280 407 271 406

TH-RT 1312 330 82 292 167 332 82 254 80 220 198 442 307 415 265 409 251 408

LT 1321 180 107 182 99 208 130 278 126 272 54 104 65 118 42 104 50 109

TH 1322 210 101 161 282 316 219 305 213 297 242 305 271 304 232 302 225 300

RT 1323 160 68 128 251 282 151 253 146 246 199 254 221 253 185 251 177 249

LT 1331 440 116 270 238 401 173 313 169 300 193 320 1776 3779 1022 1487 427 938

TH 1332 440 122 270 240 400 177 317 174 303 194 320 1777 3780 1026 1491 430 941

RT 1333 150 132 282 238 399 174 314 171 301 194 320 1776 3779 1025 1490 429 940

LT 1341 260 562 5052 506 2148 1904 5296 2228 5297 38 107 24 80 26 105 25 106

TH 1342 1000 1755 5301 1482 5297 2225 5296 2622 5297 156 284 204 375 315 784 228 393

LT 1411 750 941 1125 870 1124 604 1128 622 1128 161 306 140 291 154 300 152 292

TH-RT 1412 380 918 1121 843 1120 543 1124 547 1125 158 310 154 301 151 297 149 301

LT 1421 340 46 136 31 113 50 138 43 115 41 111 41 113 46 121 44 120

TH 1422 4570 83 228 80 196 101 237 84 209 2288 2686 4999 5309 4025 5309 4077 5301

RT 1423 450 39 137 29 109 48 151 39 126 54 163 57 157 44 146 46 148

LT 1431 800 656 833 464 831 522 835 499 834 814 836 725 836 818 844 805 843

TH-RT 1432 300 747 829 574 826 587 830 551 829 816 831 730 828 813 839 811 838

LT 1441 360 20 77 697 5298 528 5297 28 100 42 111 48 120 43 114 42 113

TH 1442 2170 4837 5341 5015 5341 4952 5341 5046 5341 133 291 124 255 119 254 122 263

RT 1443 570 9 43 11 47 9 39 10 45 13 48 13 45 13 46 13 51

NB LT-RT 1611 50 10 31 92 109 6 54 9 68 37 75 93 177 15 78 17 84

LT 1631 180 8 33 34 127 22 104 13 53 8 34 16 58 10 39 9 33

TH-RT 1632 180 7 32 33 126 21 102 13 51 7 32 16 57 9 39 9 32

WB LT 1641 330 1 0 297 448 52 318 34 126 14 71 15 70 32 116 48 197

16Barry Rd/Firth Sterling Ave

SETWSC

13Suitland Parkway/Firth

Sterling Ave SESignal

NEB

SEB

SB

SWB

NWB

14Suitland Pkwy SE/Stanton

Rd SESignal

NB

EB

SB

WB

10Howard Rd/Firth Sterling

AveSignal

NB

EB

11Howard Rd/MLK Jr.

Ave/Sheridan RdSignal

NB

EB

1 MLK Jr Ave/Good Hope Rd Signal

8South Capitol St/Suitland

Pkwy/Howard Rd (Traffic

Circle)

Signal



Action

2035 AM Peak -

Alternative 2

2035 AM Peak -


2035 PM Peak - No

Action

2035 PM Peak -

Alternative 2

2035 PM Peak -


NB

EB

SB

WB


Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter

#

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)



Action

2035 AM Peak -

Alternative 2

2035 AM Peak -


2035 PM Peak - No

Action

2035 PM Peak -

Alternative 2

2035 PM Peak -


LT 1811 180 11 66 11 54 112 1123 22 70 11 50 22 76 14 48 14 55

TH-RT 1812 5000 637 1328 4076 5319 1498 2698 1825 3017 275 594 324 691 142 261 147 269

LT 1821 90 183 351 316 418 250 417 277 419 190 418 146 419 241 419 241 419

TH 1822 380 141 336 276 414 197 417 231 419 274 416 414 438 298 417 310 417

RT 1823 380 140 335 276 413 196 417 230 418 271 413 414 438 298 417 310 417

SB LT-TH-RT 1831 1330 173 361 1626 1780 947 1762 1123 1790 34 108 1129 1750 360 619 358 632

LT 1841 380 221 320 280 343 242 391 243 390 164 517 177 333 216 336 228 343

TH-RT 1842 380 223 321 281 344 243 392 244 391 164 518 178 334 217 336 228 343

NB LT-TH-RT 1911 700 150 349 373 745 40 132 39 125 32 99 145 263 30 92 28 86

EB LT-TH-RT 1921 500 6 25 41 71 30 56 29 56 6 25 241 409 207 351 206 353

SB LT-TH-RT 1931 1470 59 138 109 268 1 0 1 0 52 155 234 422 1 17 1 0

WB LT-TH-RT 1941 270 1 20 3 29 0 0 0 0 2 21 1 0 2 0 1 0

NB LT-TH-RT 2011 1050 137 328 536 1097 8 39 7 30 39 126 73 156 10 47 10 46

EB LT-TH-RT 2021 400 0 0 25 69 11 28 11 29 0 0 78 160 49 113 50 114

SB LT-TH-RT 2031 700 51 124 99 196 78 201 84 200 50 146 230 401 7 37 8 43

WB LT-TH-RT 2041 470 16 47 28 73 23 53 21 53 9 47 27 81 104 179 104 181

TH 22122 740 27 73 34 92 33 81 32 76 323 773 530 779 424 776 400 775

RT 22123 120 2 21 4 22 0 0 0 0 104 498 203 775 237 775 209 774

LT-TH 22131 400 95 192 105 240 63 145 61 150 195 377 83 146 107 189 110 189

RT 22133 370 89 190 101 238 44 144 41 149 196 378 80 147 106 189 109 189

WB LT-TH 22141 70 57 141 55 140 72 138 70 138 37 73 45 86 60 120 61 120

LT-TH 22211 700 45 109 55 127 76 160 78 166 8 26 7 26 13 45 15 50

RT 22213 470 43 107 53 125 74 158 76 164 7 24 7 24 13 43 14 48

LT 22221 70 62 149 69 167 58 169 58 166 134 174 101 172 101 172 100 172

TH 22222 70 62 151 71 167 59 169 58 166 137 177 104 175 104 176 104 176

WB TH-RT 22242 500 235 416 251 464 168 344 155 327 49 113 43 91 86 212 90 231

EB RT 2323 170 1 0 7 0 0 0 5 0

LT 2331 100 4522 5316 2375 5297 19 57 9 28

RT 2333 660 3143 5298 1063 5295 0 0 0 0

WB LT 2341 770 14 74 174 2551 6 44 46 128

LT 2611 130 493 903 407 894 603 1000 636 1000 147 480 145 305 172 491 179 501

TH 2612 280 483 928 427 896 553 1013 571 1013 57 184 56 135 63 196 68 183

LT-TH 2621 620 127 281 99 194 259 570 236 470 219 519 173 453 202 530 284 478

RT 2623 620 127 281 97 192 257 567 233 467 214 514 168 449 197 526 280 474

LT 2631 100 33 80 169 763 64 276 79 359 29 66 101 805 48 142 68 338

TH-RT 2632 420 131 277 321 821 224 401 231 425 198 524 290 1000 242 586 264 612

WB LT-TH-RT 2641 350 194 297 181 335 201 331 197 321 107 206 99 204 98 186 94 185

LT 2811 530 40 93 55 169 72 365 58 272 75 141 57 124 8 39 8 41

RT 2813 45 38 89 56 168 119 346 84 262 76 143 58 126 31 77 33 91

NEB TH-RT 2822 150 110 320 101 230 144 264 144 264 28 67 30 66 28 68 28 66

LT 2841 140 16 66 18 74 12 49 11 46 40 125 20 66 12 46 18 52

TH 2842 570 48 105 50 112 26 69 29 73 57 133 56 158 50 163 59 157

LT 3011 420 219 437 329 1059 352 911 329 1060 50 113 41 93 46 111 46 113

RT 3013 420 221 439 330 1060 354 912 331 1061 50 114 41 94 47 112 47 114

TH 3022 80 100 187 77 172 46 108 44 97 175 285 187 305 151 198 146 179

RT 3023 80 100 187 77 172 46 109 44 98 175 285 186 304 151 198 147 179

WB LT-TH 3041 140 114 183 129 566 94 174 92 165 62 138 79 152 75 146 73 141

28 MLK Jr. Ave/Alabama Ave Signal

NB

SWB

30 Alabama Ave/Wheeler Rd Signal

NB

EB

23 Malcolm X/I-295 NB Ramps OWSC SB

26 Malcolm X Ave/MLK Jr. Ave Signal

NB

EB

SB

221S Capitol St SB


EB

SB

222S Capitol St NB


NB

EB

19MLK JR Ave/DHS Gate 1

(west campus)/UCC Visitor

(East Campus)

Signal

20MLK Jr Ave/DHS Gate 2

(west campus)/UCC & FEMA

(east campus)

Signal

18S Capitol St/Firth Sterling

Ave SESignal

NB

EB

WB


Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter

#

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)



Action

2035 AM Peak -

Alternative 2

2035 AM Peak -


2035 PM Peak - No

Action

2035 PM Peak -

Alternative 2

2035 PM Peak -


LT-TH 3211 240 122 276 122 266 116 269 120 273 52 135 54 137 47 116 47 132

RT 3213 85 121 276 122 265 117 270 120 273 51 134 55 137 47 116 47 131

LT 3221 115 44 116 39 109 38 105 41 115 11 47 14 63 13 56 14 64

TH-RT 3222 540 33 69 23 65 19 47 19 48 48 97 58 114 64 130 69 140

LT 3231 270 98 202 98 210 138 268 125 253 149 359 157 334 152 358 160 367

TH-RT 3232 270 95 199 98 210 139 269 126 254 145 355 158 335 152 358 160 367

LT 3241 95 4 22 12 45 14 48 12 46 31 86 34 97 44 117 40 112

TH-RT 3242 920 130 293 121 248 144 302 141 315 68 157 74 148 70 134 75 146

LT 4011 670 1486 1562 1432 1560 1426 1558 1440 1553 241 464 218 382 202 367 201 375

TH-RT 4012 240 1487 1562 10 38 1425 1557 1440 1553 241 463 220 384 203 367 201 375

LT-TH 4021 230 23 76 40 106 43 113 42 105 142 398 154 414 159 425 158 422

RT 4023 1330 29 82 45 110 48 118 48 110 149 403 160 420 167 431 165 429

LT 4031 130 5 23 7 37 7 25 5 24 0 0 1 0 2 22 3 23

TH-RT 4032 1860 138 334 153 312 99 184 103 195 104 176 140 224 120 203 128 204

NWB LT-TH-RT 4041 200 408 641 254 635 419 642 289 567 17 61 22 66 13 46 13 46

EB LT-TH 4221 150 170 581 245 669 321 659 224 589 927 2671 322 1229 222 403 171 411

SB RT 4233 380 407 524 469 529 120 292 114 273 114 317 209 527 178 501 163 387

WB TH-RT 4242 270 530 561 541 568 540 563 542 560 240 544 185 546 237 546 201 545

LT 4611 150 62 138 120 254 52 128 53 125 45 97 26 74 24 73 34 93

TH-RT 4612 480 68 139 124 255 57 128 58 124 49 99 36 77 35 82 44 94

EB LT-TH-RT 4621 350 30 84 36 97 30 87 29 84 7 25 8 35 10 45 10 44

LT 4631 80 25 67 24 86 41 129 42 136 53 157 38 130 140 301 23 89

TH-RT 4632 340 29 75 25 75 16 65 17 65 41 101 51 308 158 314 26 73

LT-TH 4641 220 58 107 28 88 69 125 69 130 76 134 111 435 85 148 91 147

RT 4643 220 60 107 31 88 52 107 52 113 68 126 100 424 75 138 81 137

NB TH-RT 4812 850 101 208 192 547 173 380 178 373 57 114 48 100 73 140 69 131

LT 4831 250 49 149 84 200 115 246 118 240 134 296 50 192 101 220 84 211

TH 4832 1050 7 41 31 84 37 90 38 94 65 132 39 71 67 133 43 94

LT 4841 220 94 144 110 760 66 117 73 136 21 76 69 149 21 78 22 72

RT 4843 220 93 143 107 757 65 116 72 134 16 64 57 136 16 66 17 60

NB LT-TH-RT 10511 440 18 60 32 78 33 70 33 70 9 24 9 23 9 24 9 24

EB LT-TH-RT 10521 260 38 103 36 103 45 119 42 119 42 125 29 100 36 125 37 126

SB LT-TH-RT 10531 130 4 27 8 37 4 20 5 43 63 213 83 240 69 217 78 239

WB LT-TH-RT 10541 500 33 117 48 138 51 124 52 122 52 125 66 155 61 131 62 144

LT 10611 300 203 871 234 717 427 875 445 875 60 103 69 108 63 106 66 107RT 10613 120 204 872 236 719 429 877 447 877 60 103 70 109 65 107 67 108

NEB TH-RT 10622 1370 0 0 25 0 4 27 4 34 1 0 0 0 0 0 0 0LT 10641 110 17 58 11 49 30 111 28 103 28 107 33 117 51 155 56 166

TH 10642 170 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NB TH-RT 12112 400 1670 1774 1713 1777 1588 1781 1666 1786 1301 1766 206 537 1717 3294 2277 3303

LT 12121 650 2126 3780 1627 4008 1062 2355 1266 2454 956 1749 614 1437 1464 2619 1506 2470

RT 12123 210 2126 3780 1626 4007 1062 2355 1266 2453 956 1748 613 1436 1463 2619 1505 2470

LT 12131 300 72 160 80 154 72 147 70 146 319 392 279 390 309 392 310 398

TH 12132 300 73 160 81 154 73 147 71 147 319 392 280 390 309 392 311 399

WB LT-RT 12141 740 712 3388 574 1467 551 1086 486 1139 1856 2688 3495 4455 3415 4462 3743 4455

NB LT 12211 270 168 165 63 145 117 257 222 1383 29 105 47 132 41 130 44 133

SB TH-RT 12231 1450 20 48 13 58 21 47 21 47 950 1496 993 1493 977 1493 993 1494

LT 12311 500 246 420 434 1437 433 966 400 869 162 288 3150 5298 184 291 192 306

RT1 12313 390 246 420 433 1435 435 968 402 872 165 291 3153 5298 187 294 195 309

RT2 12314 300 245 419 432 1435 430 963 397 867 162 288 3150 5298 184 291 192 306

LT 12321 160 68 146 43 135 102 209 111 239 152 285 134 283 120 215 261 791

TH 12322 360 50 182 2871 5328 206 495 189 475 254 703 572 782 599 785 601 785

TH 12342 220 152 318 148 315 139 322 168 322 76 168 147 337 163 322 132 312

RT 12343 200 158 327 142 310 136 306 159 307 67 160 153 339 189 333 137 330

EB

SEB

NWB

122 11th St/I-295 NB On-ramp Signal

123Suitland Pkwy/I-295 NB

RampsSignal

NB

SWB

12111th St/I-295 NB ramps/I-

295 SB Off-rampSignal

EB

SB

105 Alabama Ave/12th St SE Signal

106 MLK Jr Ave/4th St SE OWSC

NB

SB

WB

48 MLK Jr. Ave/Pecan St SignalSB

WB

42Minnesota Ave/Good Hope

RdSignal

46 MLK Jr. Ave/Cypress St Signal

40 MLK Jr. Ave/South Capitol St Signal

NB

SEB

SB

32 Alabama Ave/13th St Signal

NB

EB

SB

WB


Int. # Int. Name

Control

Type

Approach

Direction Movement

Queue

Counter

#

Storage

(ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)

Average

Queue (ft)

95th

Percentile

Queue (ft)



Action

2035 AM Peak -

Alternative 2

2035 AM Peak -


2035 PM Peak - No

Action

2035 PM Peak -

Alternative 2

2035 PM Peak -


NB RT 12413 1500 96 215 2417 5327 330 609 324 584 457 830 1441 3144 613 1208 685 1298

TH 12422 280 116 266 120 227 22 75 25 76 376 505 325 486 365 435 374 435

RT 12423 150 3 17 0 0 0 0 1 0 70 539 97 465 17 87 33 197

WB RT 12433 620 122 582 102 292 8 56 14 74 9 58 12 49 25 92 19 77

NWB LT 12441 360 273 406 360 851 407 785 479 791 38 122 55 162 63 162 77 186

LT 12511 160 356 1241 812 1880 651 1748 766 1786 115 257 316 751 423 927 436 916

TH 12512 370 37 115 31 81 56 80 26 75 40 98 58 139 107 174 145 710

RT 12513 370 28 109 18 68 43 68 13 62 28 89 51 130 98 165 132 686

LT 12521 230 146 285 308 735 268 922 245 791 167 417 180 452 309 729 278 670

RT 12523 730 148 287 309 737 267 921 244 790 166 416 179 451 308 728 277 669

LT 12531 110 6 25 11 47 9 45 9 45 47 148 42 155 33 102 29 93

TH 12532 340 24 71 34 86 38 89 39 90 40 116 55 136 68 174 72 179

RT 12533 120 32 100 49 152 24 88 28 126 36 122 17 67 16 65 15 55

LT 12541 370 42 136 134 297 104 246 100 231 16 69 59 133 48 131 52 137

RT 12543 700 41 134 132 294 110 254 105 238 24 77 66 140 56 144 62 148

NB LT-TH-RT 12611 270 160 406 104 190 132 229 131 226 44 116 51 120 52 111 52 113

EB LT-TH-RT 12621 580 33 95 27 91 73 192 59 150 29 88 39 107 70 153 68 163

SB LT-TH-RT 12631 200 43 117 37 109 45 115 48 124 70 175 83 199 100 227 106 251

WB LT-TH-RT 12641 50 49 114 165 306 94 148 102 162 65 152 67 139 81 137 85 144

NB LT-TH-RT 15111 100 6 25 51 157 62 181 55 174 27 63 54 183 63 190 69 212

EB LT 15121 320 1 0 18 91 11 59 12 61 2 18 195 434 76 206 60 197

SB LT-TH-RT 15131 90 5 25 14 76 17 79 18 88 8 53 32 109 7 33 6 33

WB LT 15141 420 3 31 527 572 295 591 251 561 21 112 64 229 119 397 152 580

LT 15211 100 751 1245 242 712 305 927 2225 3082 318 1090 331 1045

TH-RT 15212 1050 373 1210 94 181 114 217 1496 3111 212 655 226 838EB TH-RT 15222 260 2010 2130 67 194 61 178 1083 2080 206 559 201 491

LT 15241 350 419 460 283 453 282 453 200 381 240 336 233 340

TH 15242 350 273 462 348 457 352 460 31 127 174 336 188 342

NB TH-RT 15312 2640 2166 3454 678 1833 63 128 59 118

SB LT-TH 15331 1900 64 117 61 117 132 252 130 251

LT 15341 370 52 111 51 108 180 253 178 257

RT 15343 370 0 0 57 117 55 114 150 474 180 253 177 257

SB LT-TH 15431 1050 5 43 23 89 25 96 103 289 25 116 17 93

WB LT-RT 15441 700 320 771 53 95 57 111 725 758 75 181 74 191

TH1 15712 430 427 2216 90 253 14 67 13 68TH2 15713 430 370 1940 0 0 1 0 3 22

EB LT 15721 1360 502 1648 10 41 37 95 6 23

SB TH 15732 1260 8 46 0 0 79 198 92 203

LT 16011 620 197 294 132 223 13 48 47 107RT 16013 180 170 267 125 215 7 42 60 99LT 16021 380 61 145 61 140 8 40 13 53TH 16022 560 23 79 26 80 39 90 65 118LT 16031 110 18 62 16 62 73 141 65 117

RT 16033 600 11 45 10 45 59 127 52 103TH 16042 700 178 262 183 266 148 251 123 220

RT 16043 170 18 44 18 49 9 43 7 41

NB LT-TH 20611 160 65 114 84 330 68 116 72 134 36 68 37 69 42 76 41 69

LT 20621 820 35 73 39 68 39 78 39 77 106 293 68 132 88 196 85 187RT 20623 820 35 74 39 68 39 78 39 77 105 292 68 132 88 196 85 187

SB TH-RT 20632 680 7 55 19 67 27 71 26 66 142 282 119 256 89 213 98 228

NB LT-TH-RT 21011 560 251 644 338 1312 496 1033 403 1004 21 47 19 46 36 88 31 80

EB LT-TH-RT 21021 370 87 216 91 219 94 226 84 181 29 63 186 731 223 976 172 576

WB LT-TH-RT 21041 280 58 163 70 254 117 301 95 239 48 114 46 104 67 184 67 190

NB LT-TH-RT 21111 480 87 244 240 1692 164 502 103 315 39 90 38 88 39 86 38 86

EB LT-TH-RT 21121 290 10 53 18 38 21 46 21 47 12 25 26 47 36 74 33 68

SB LT-TH-RT 21131 330 2 19 10 47 4 25 4 25 25 44 29 51 25 48 24 47

WB LT-TH-RT 21141 390 14 22 22 86 15 45 15 44 16 26 16 27 20 45 20 46


206 Cypress St/13th St SE AWSC EB


NB

160Malcolm X/West Access

RdSignal

NB

EB

SB

WB

154 West Access Rd/Gate 6-7 OWSC

157I-295 SB Ramps/West

Access RdSignal

152Firth Sterling Ave/Stevens

RdSignal

NB

WB

153 West Campus Gate 4 Signal

WB

126Malcolm X Ave/13th St

SE/Congress Heights BusSignal

151 Firth Sterling Ave/Eaton Pl TWSC

125 Suitland Pkwy/MLK Jr Ave Signal

NB

EB

SB

WB

124Suitland Pkwy/I-295 SB

RampsSignal

SEB


Appendix B

Travel Demand Modeling Support Documents

Ana

cost

ia R

iver

AN

AC

OSTIA

FR

EEW

AY

AN

AC

OSTIA

FR

EEW

AY

SE

/SW

FR

EE

WA

Y

SE

/SW

FR

EE

WA

Y

SO

USA B

RID

GE

SO

USA B

RID

GE

Anacosti

a F

reew

ay

Anacosti

a F

reew

ay

OFFICER W

ELSH BRID

GE

11TH STREET B

RIDGE

OFFICER W

ELSH BRID

GE

11TH STREET B

RIDGE

SO

UT

HE

AS

T F

RE

EW

AY B

LV

D

11TH ST

GO

OD H

OP

E R

D

MARTIN LUTHER KING JR AVE

PO

TO

MA

C A

VE

PE

NN

SY

LV

AN

IA A

VE

I S

T

M S

T

L S

T

K S

T

N S

T

O S

T

WA

TE

R S

T

HO

WA

RD R

D

6TH ST

YY

RE

EW

AY

RE

EW

AR

EE

WA

RE

EW

AR

EE

WA

RE

EW

AR

EE

WA

RE

EW

AR

EE

WA

YYY

RE

EW

AY

VIR

GIN

IA A

VE

MIN

NE

SO

TA A

VE

PO

TO

MA

C

AV

E

13TH ST

12TH ST

BA

RN

EY

CIR

CL

E

9TH ST

13TH ST

AN

AC

OS

TIA

DR

YYYY

RE

EW

AY

VIR

GIN

IA A

VE

KENTUCKY AVE

G S

T

8TH ST

PE

NN

SY

LV

AN

IA A

VE

MA

SS

AC

HU

SE

TTS A

VE

EA

ST C

AP

ITO

L S

TR

EE

TW

HIT

NE

Y Y

OU

NG B

RID

GE

KIN

GM

AN

ISL

AN

D

MA

SS

AC

HU

SE

TTS A

VE

PO

TO

MA

C A

VE

Washington Channel

CASE B

RID

GE

CASE B

RID

GE

IND

EP

EN

DE

NC

E A

VE

SOUTH CAPITOL ST

NEW JERSEY AVE

4TH ST

3RD

ST

2ND

ST

1ST ST

MARTIN LUTHER KING JR AVE

MIN

NE

SO

TA A

VE

SOUTH CAPITOL ST

FIR

TH S

TE

RL

ING A

VE

FR

ED

ER

ICK D

OU

GLA

SS

MEM

OR

IAL B

RID

GE

(SO

UTH C

APIT

OL

STR

EET B

RID

GE)

FR

ED

ER

ICK D

OU

GLA

SS

MEM

OR

IAL B

RID

GE

(SO

UTH C

APIT

OL

STR

EET B

RID

GE)

MAIN

E A

VE W

ATE

R S

T

ANACOSTIA FREEWAY

ANACOSTIA FREEWAY

So

uth

east

Fed

era

lC

en

ter

Th

e Y

ard

Vir

gin

iaA

ven

ue

Park

Navy

Yard

An

aco

sti

aP

ark

Mari

tim

eP

laza

Mari

ne

Barr

acks

Ho

pkin

sA

part

men

ts Go

vern

men

tC

en

ter

AC

BA

Bu

ild

ing

s

Aq

uati

cE

du

cati

on

C

en

ter

&

Pavilio

n

Orr

Ele

men

tary

Sch

oo

l

CS

X R

ailro

ad

Reserv

ati

on

13

Co

ng

ressio

nal

Cem

ete

ry

An

aco

sti

aH

isto

ric

Dis

tric

tK

etc

ham

Ele

men

tary

Sch

oo

l

An

aco

sti

aH

igh

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oo

l

Kra

mer

Mid

dle

Sch

oo

l

St.

Elizab

eth

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est

Cam

pu

s

(Depart

ment of

Hom

ela

nd S

ecurity

)

Su

itla

nd

Park

way

Bo

llin

g

Air

Fo

rce

Base

Fo

rtM

cN

air

Bu

zzard

’s P

oin

t /

So

uth

Cap

ito

l S

treet

Recevelo

pm

en

t

Wash

ing

ton

Nati

on

als

Sta

diu

m

AE

DC

Bu

ild

ing

West

Po

tom

ac

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leA

cad

em

y

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iso

n-F

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en

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Ch

art

er

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oo

l

Watk

ins

Ele

men

tary

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oo

l

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rE

lem

en

tary

Sch

oo

l

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ito

l H

ill

His

tori

cD

istr

ict

Wate

rsid

eM

all

SW

Wat

erfron

t

Van

Ness

Ele

men

tary

Sch

oo

l

Art

hu

r C

ap

per

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arr

ollsb

urg

Develo

pm

en

t

Pen

nsylv

an

ia A

ve.

Gate

way

Red

evelo

pm

en

t(G

reat S

treets

)

Tw

inin

gS

qu

are

Park

Mart

in L

uth

er

Kin

g J

r. A

ve.

/An

aco

sti

aR

ed

evelo

pm

en

t(G

reat S

treets

)

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y F

arm

/P

ark

Ch

este

r /

Wad

e R

oad

St.

Elizab

eth

’sE

ast

Cam

pu

s

(DC

Depart

ment

of M

enta

l H

ealth)

Po

pla

rP

oin

t

So

uth

Cap

ito

l S

treet

/S

tad

ium

Are

aR

ed

evelo

pm

en

t

Bre

nt

Ele

men

tary

Sch

oo

l

Bir

ney

Ele

men

tary

Sch

oo

l

An

aco

sti

aN

aval

Sta

tio

n

Sh

eri

dan

Terr

ace

So

uth

Cap

ito

lW

ate

rfro

nt

Fe

et

050

01,0

00

LE

GE

ND

Pro

po

se

d R

ed

eve

lop

me

nt

Pa

rks

Na

vy Y

ard

Go

ve

rnm

en

t F

acili

ty D

eve

lop

me

nt

Me

rto

Ra

il A

lign

me

nt

L'Enf

ant P

laza

Metro

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tion

Fede

ral C

ente

r SW

Metro

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tion

L'Enf

ant P

laza

Metro

Sta

tion

Navy

Yar

d /

Stad

ium

/SE

Fed

Cen

ter

Metro

Sta

tion

Wat

erfro

ntMe

tro S

tatio

n

L'Enf

ant P

laza

Metro

Sta

tion

Capi

tol S

outh

Metro

Sta

tion

East

ern

Mark

etMe

tro S

tatio

n

Poto

mac

Ave

nue

Metro

Sta

tion

Stad

ium

-Arm

ory

Metro

Sta

tion

Anac

ostia

Metro

Sta

tion

Anac

ostia

Metro

Sta

tion

Gara

ge

��

��

�� !"

TA

Z Z

on

e

(7.2

a)

De

ve

lop

me

nt

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ca

tio

nA

cre

ag

eR

eta

il S

pa

ce

Off

ice

Sp

ac

eH

ou

sin

g S

pa

ce

Op

en

/Pu

bli

c

Sp

ac

eP

ark

ing

Ho

us

eh

old

sH

ou

se

ho

ld

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pu

lati

on

Ind

us

tria

l

Em

plo

ym

en

t

Re

tail

Em

plo

ym

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t

Off

ice

Em

plo

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t

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er

Em

plo

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t

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tas

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he

du

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nts

70

25

41

88

17

63

68

47

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0

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25

41

87

17

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69

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97

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27

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10

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20

20

23

22

47

87

15

23

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26

29

83

38

57

20

30

30

7A

na

co

stia

Lib

rary

18

00

Go

od

Ho

pe

Ro

ad

23

,00

0 s

fC

om

ple

ted

Sp

rin

g 2

01

0

The o

ld b

uild

ing h

as

been r

azed. Lib

rary

serv

ices

curr

ently

are

bein

g p

rovi

ded v

ia a

n

inte

rim

libra

ry a

dja

cent to

the o

ld b

uild

ing s

ite. T

he n

ew

tw

o-s

tory

libra

ry w

ill b

e

appro

xim

ate

ly 2

0,0

00 s

quare

feet on tw

o le

vels

and w

ill p

rovi

de in

vitin

g s

paces

for

serv

ices

to a

dults

, yo

ung a

dults

and c

hild

ren, as

well

as

multi

ple

meetin

g s

paces

for

com

munity

use

. T

he lo

wer

leve

l will

house

a la

rge m

eetin

g r

oom

desi

gned to

accom

modate

100 p

eople

. T

he b

uild

ing w

ill h

ouse

a m

inim

um

of

32 p

ublic

access

com

pute

rs a

nd w

ill f

eatu

re f

ree, W

iFi I

nte

rnet access

.

30

7A

na

co

stia

Me

tro

Sta

tio

n1

10

1 H

ow

ard

Rd

, S

E2

7,0

00

sf

ap

pro

x.

30

0

un

its

20

15

-20

18

(n

ext

5-8

ye

ars

)

AW

C is

leadin

g a

n e

ffort

to r

edeve

lop the A

nacost

ia M

etr

o S

tatio

n s

ite a

s a m

ulti

-modal

transi

t fa

cili

ty a

nd m

ixed-u

se h

ub f

or

shops,

apart

ment re

sidences,

and g

ove

rnm

ent

off

ices.

A c

ente

rpie

ce o

f th

e p

lan w

ill b

e a

new

headquart

ers

build

ing f

or

the

Wash

ingto

n M

etr

opolit

an A

rea T

ransi

t A

uth

ority

(W

MA

TA

) and 2

00,0

00 s

quare

feet of

Dis

tric

t gove

rnm

ent off

ices—

inclu

din

g the A

WC

’s h

eadquart

ers

.

30

7B

eth

leh

em

Ba

ptist

Ch

urc

h2

45

8 M

art

in L

uth

er

Kin

g J

r. A

ve

.,

SE

5 a

cre

s1

1,0

00

-15

,00

0 s

f2

30

-30

0 u

nits

20

15

-20

18

(n

ext

5-8

ye

ars

)

Barr

y F

arm

repla

cem

ent housi

ng lo

catio

n. T

he s

ite is

ow

ned b

y B

eth

lehem

Baptis

t

Churc

h a

nd is

locate

d a

t th

e in

ters

ectio

n o

f M

art

in L

uth

er

Kin

g J

r. A

venue, H

ow

ard

and

Sheridan R

oads,

SE

, adja

cent to

Anacost

ia M

etr

o S

tatio

n. T

his

str

ate

gic

locatio

n

pre

sents

an o

pport

unity

for

a tra

nsi

t-oriente

d, m

ixed-u

se, and m

ixed-incom

e

deve

lopm

ent. A

dditi

onally

, because

the s

ite is

subst

antia

lly v

acant w

ith n

o p

erc

eiv

ed

envi

ronm

enta

l encum

bra

nces,

the s

ite is

prim

ed f

or

redeve

lopm

ent.

30

7A

na

co

stia

Sq

ua

reG

oo

d H

op

e R

oa

d a

nd

ML

K

Ave

nu

e4

0,0

00

sf

20

,00

0 s

f8

0 c

on

do

sT

BD

Anacost

ia S

quare

is p

relim

inarily

adve

rtis

ed a

s a f

our-

story

222,3

84-s

quare

-foot m

ixed-

use

deve

lopm

ent, c

om

prisi

ng 2

0,0

00 s

quare

feet of

off

ice, 40,0

00 s

quare

feet of

reta

il

and 8

0 c

ondom

iniu

ms.

At pre

sent, the p

roje

ct is

goin

g thro

ugh the a

ppro

vals

pro

cess

,

but no d

efiniti

ve tim

elin

e h

as

been s

et.

30

7C

urt

is P

rop

ert

ies

Be

twe

en

U S

tre

et

an

d C

hic

ag

o

Str

ee

t a

lon

g M

LK

Jr.

Ave

nu

e6

3,0

00

-66

,00

0 s

f2

00

-23

0 u

nits

20

15

-20

18

(n

ext

5-8

ye

ars

)

30

7P

op

lar

Po

int

Be

twe

en

An

aco

stia

Riv

er

an

d

Ho

wa

rd R

oa

d S

E1

10

acre

s7

0 a

cre

s1

0-1

5 y

ea

rs

Curr

ently

, th

e p

roje

ct in

underg

oin

g a

federa

l envi

ronm

enta

l im

pact analy

sis

and S

mall

Are

a P

lannin

g p

hase

. P

opla

r P

oin

t is

envi

sioned to b

e the h

om

e o

f a v

ariety

of

diffe

rent

use

s in

clu

din

g r

esi

dentia

l, re

tail,

off

ice e

nte

rtain

ment, c

ultu

ral,

and p

ark

/open s

pace

use

s. C

urr

ently

, th

ere

are

no s

pecific

fig

ure

s fo

r th

e a

ctu

al a

llotm

ent of

space f

or

the

diffe

rent use

s. T

hese

fig

ure

s w

ill b

e d

ete

rmin

ed d

uring the S

mall

Are

a P

lannin

g

pro

cess

.

17

79

39

24

15

98

73

66

51

15

20

10

18

01

39

58

16

11

74

67

11

16

20

15

18

08

39

69

19

06

88

79

31

38

20

20

18

36

39

98

20

26

93

84

41

46

20

30

13

75

31

83

30

02

12

99

72

42

01

0

13

75

31

83

66

54

68

21

81

60

02

01

5

13

75

31

83

66

54

67

21

81

60

12

02

0

14

92

33

94

67

14

70

22

11

61

52

03

0

29

8A

rch

er

Pa

rk9

50

Mis

sis

sip

pi A

ve

., S

E2

4 b

uild

ing

s/2

40

un

its (

co

nd

os)

66

01

35

34

16

60

48

21

42

01

0

77

51

52

94

36

75

49

21

92

01

5

77

51

52

94

26

77

48

21

92

02

0

92

21

84

54

26

81

50

22

12

03

0

49

,00

0 G

SF

11

9

Ho

use

ho

ld a

nd

em

plo

ym

en

t e

stim

ate

s in

clu

de

d u

nd

er

An

aco

stia

Ga

tew

ay

Ho

use

ho

ld a

nd

em

plo

ym

en

t e

stim

ate

s in

clu

de

d u

nd

er

An

aco

stia

Ga

tew

ay

Ho

use

ho

ld a

nd

em

plo

ym

en

t e

stim

ate

in

clu

de

s t

he

fo

llo

win

g d

eve

lop

me

nts

- A

na

co

stia

Lib

rary

,

An

aco

stia

Me

tro

Sta

tio

n,

Be

thle

he

m B

ap

tist

Ch

urc

h,

An

aco

stia

Sq

ua

re,

Cu

rtis

Pro

pe

rtie

s a

nd

Po

pla

r

Po

int

30

7

Art

hu

r C

ap

pe

r/C

arr

ollsb

urg

Re

de

ve

lop

me

nt

M S

tre

et

SE

23

acre

s5

0,0

00

sf

70

0,0

00

sf

1,9

50

un

its

14

,00

0 G

SF

Ma

rtin

Lu

the

r K

ing

Jr.

Ave

an

d

Go

od

Ho

pe

Ro

ad

, S

E (

18

00

Ma

rtin

Lu

the

r K

ing

Jr.

Ave

., S

E)

An

aco

stia

Ga

tew

ay

6.2

to

6.4

millio

n s

f

Ho

use

ho

ld a

nd

em

plo

ym

en

t e

stim

ate

s in

clu

de

d u

nd

er

An

aco

stia

Ga

tew

ay

Ho

use

ho

ld a

nd

em

plo

ym

en

t e

stim

ate

s in

clu

de

d u

nd

er

An

aco

stia

Ga

tew

ay

Ho

use

ho

ld a

nd

em

plo

ym

en

t e

stim

ate

s in

clu

de

d u

nd

er

An

aco

stia

Ga

tew

ay

Ho

use

ho

ld a

nd

em

plo

ym

en

t e

stim

ate

s in

clu

de

d u

nd

er

An

aco

stia

Ga

tew

ay

Co

mp

lete

d?

Thre

e-leve

l, m

ixed-u

se p

roje

ct in

clu

des

more

than 6

3,0

00 s

quare

feet of

firs

t-cla

ss

off

ice a

nd r

eta

il sp

ace E

ast

of

the R

iver.

The b

uild

ing p

rovi

des

space f

or

stre

et-

leve

l

reta

il and r

est

aura

nt, u

ses

that are

import

ant to the lo

cal c

om

munity

. T

he b

uild

ing h

as

a

gre

en r

oof

– o

ne o

f th

e f

irst

gre

en b

uild

ing f

eatu

res

on a

build

ing in

His

toric A

nacost

ia.

Locate

d c

lose

to the A

nacost

ia M

etr

ora

il S

tatio

n a

nd n

um

ero

us

bus

route

s alo

ng M

art

in

Luth

er

Kin

g J

r. A

venue, S

E.

20

08

-20

13

The 2

3-a

cre

Capper/

Carr

olls

burg

public

housi

ng p

roje

ct i s

a m

ixed-incom

e

deve

lopm

ent -

700 C

apper

public

housi

ng u

nits

are

to b

e r

epla

ced o

ne-f

or-

one, and

added to them

will

be a

noth

er

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00 m

ark

et-

rate

and w

ork

forc

e-r

ate

renta

l and

ow

ners

hip

units

and 5

0 S

ectio

n 8

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ners

hip

units

. T

here

will

als

o b

e 7

00,0

00 s

q f

t of

off

ice s

pace a

t 250 M

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eet and 6

00 M

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t of

reta

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ace.

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an

d w

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f th

e

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aco

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mile

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n C

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ter

&

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in L

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g J

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chool t

o h

ouse

an im

pro

ved B

arr

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arm

Recre

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ente

r. A

meniti

es

with

in the n

ew

facili

ty in

clu

de a

n 8

,000 s

f gym

.

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ter

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et

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mp

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c 2

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ort

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nto

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ente

r. A

meniti

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with

in the n

ew

facili

ty in

clu

de a

gym

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xerc

ise a

nd w

eig

ht ro

om

, and a

com

pute

r la

b.

30

8M

att

he

w M

em

ori

al T

err

ace

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st

sid

e o

f M

art

in L

uth

er

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g

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nu

e,

ad

jace

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to

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tth

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s M

em

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ity

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nte

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f

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its)

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all 2

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ite is

set to

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catio

n o

f 99 h

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ng u

nits

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8 r

esi

dents

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prise

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f

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enio

r units

, 33 f

am

ily u

nits

and the 3

4 r

epla

cem

ent units

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he c

om

munity

will

benefit

from

clo

se p

roxi

mity

to a

variety

of

support

ive s

erv

ices

from

a f

acili

ty that M

atthew

s

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orial B

aptis

t C

hurc

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const

ructin

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ext

door.

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dditi

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exp

ecte

d to

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re s

om

e u

nderg

round p

ark

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om

munity

room

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de

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er

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rry F

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ste

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nt

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clu

de

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itla

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ay t

o t

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ve

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ast,

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th

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rlin

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o t

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st

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th's

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st

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mp

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o

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so

uth

20

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0 s

f (F

irth

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rlin

g A

ve

)

BR

AC

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ollin

g A

FB

)B

ollin

g A

FB

/An

aco

stia

An

ne

xB

ase

d o

n the B

RA

C d

ata

set, there

will

be a

loss

of

399 p

eople

at B

olli

ng A

FB

.

BR

AC

(N

ava

l D

istr

ict

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sh

ing

ton

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ash

ing

ton

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vy Y

ard

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00

un

its

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eri

da

n T

err

ace

Bo

un

de

d e

ast

of

Su

itla

nd

Pa

rkw

ay a

nd

so

uth

of

ma

rtin

Lu

the

r K

ing

, Jr.

Ave

nu

e,

SE

The p

roje

ct w

ill p

rovi

de 6

5 r

epla

cem

ent housi

ng u

nits

for

Barr

y F

arm

s re

sidents

, w

ith 2

5

units

to b

e d

eliv

ere

d in

2011 a

nd 4

0 u

nits

to b

e d

eliv

ere

d in

2014.P

roje

ct w

ill b

e

deve

loped in

3 p

hase

s: P

hase

1 -

Multi

fam

ily R

enta

l (104 u

nits

), P

hase

2 -

Tow

nhom

es

(10 R

enta

l & 8

0 F

or-

Sale

Units

), a

nd P

hase

3 -

Tow

nhom

es

(61 R

enta

l & 8

9 F

or-

Sale

Units

).

30

8

31

9

18

2

Inclu

des

new

Birney

Ele

menta

ry S

chool (

on e

xist

ing s

ite),

with

new

school e

ntr

ance a

t

Sum

ner

Road; and r

ebuild

ing o

f th

e e

xist

ing R

ec C

ente

r. N

ew

50,0

00 s

f gro

cery

sto

re

recom

mended in

his

toric A

nacost

ia c

lose

to m

etr

o s

tatio

n.

BA

sed o

n the B

RA

C d

ata

set, there

will

be a

loss

of

363 p

eople

at B

olli

ng A

FB

.

30

9

17

5

17

4W

ash

ing

ton

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tio

na

ls S

tad

ium

15

00

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ap

ito

l S

tre

et,

SE

10

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ye

ars

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uth

ea

st

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de

ral C

en

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tre

et

an

d A

na

co

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ron

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4 a

cre

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f1

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illio

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f

34

4 m

ultifa

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nd

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nh

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es

20

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o o

ffic

e b

uild

ings

and o

ne h

ote

l is

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nned/a

ppro

ved f

or

this

site

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19

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uzza

rd's

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Valley Ave

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Fairlawn Ave

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Virginia Ave

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M Pl

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Naylor Rd

Howard Rd

Erie St

6th

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22n d

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13th

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Malcolm X Ave

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Elmira St

16th

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Wayne Pl

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Galveston St

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Talbert St

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Thomas Rd

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Lyndale Pl

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John Marr Cir

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Esther P

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Butler St

Burw

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Dexter Ter

Railro

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Che

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School St

Fort Dupont Dr

Wheeler Hill Dr

Smith Pl

Massachusetts Ave

Plum

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Woodcrest D

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Walker Ct

Pal

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Murray Ct

Ran

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South Carolina Ave

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St

29th

St

6th

St

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31st St

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Virginia Ave

19th

St

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H St

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Yuma St

Brothers Pl

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15th

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St

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Xenia St

D St

Robbin

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F St

O St

V St

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Skyland Pl

33rd St

17th

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12thS

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Halley

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Savannah Pl

S St

Massachusetts Ave

K St

Q St

2nd

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16th

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Stanton Rd

5th

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I St

Savannah St

Pomeroy Rd

Galveston Pl

15th

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G St

7th

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Virginia Ave

S St

12thSt

14th

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Wat

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2nd

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31st

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Potomac Ave

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29th

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FirthSterlin

g Ave

O St

25th

St

1 7t h

Pl

319

318

293

306

301

299

311

292

283

305307

310

298

300

309

304

294

191

296

192

312

308

317

189

297

282

175

295

284182

316

634

176

171

638

79

637

164

177

180

314

633

172

632

181

187

173

165

315

169

174

188

178

285

71

1023

635

186

639

179

1021

630

636

168163

1022

70

629

628

78

190

287

80

6311024

77

1.329242 sq.mi

1.779549 sq.mi

0.468122 sq.mi

0.434525 sq.mi

0.44

0371

sq.m

i

0.38041 sq.mi

0.367123sq.m

i

0.365473 sq.mi

0.340505 sq.mi

0.310369 sq.mi

0.309129 sq.mi

0.284417 sq.mi

0.250973 sq.mi

0.246294 sq.mi

0.241159sq

.mi

0.229099 sq.mi

0.21086 sq.mi

0.2

93

67

1s

q.m

i

0.199712 sq.mi

0.19

1731

sq.m

i

0.174346 sq.mi

0.172012sq.m

i

0.170055 sq.mi

0.168535 sq.mi

0.1

64

87

6s

q.m

i

0.409843 sq.mi

0.159815sq.m

i

0.159339 sq.mi

0.153032sq.m

i

0.15

2949

sq.m

i

0.304805 sq.mi

0.137649 sq.mi

0.136802 sq.mi

0.186318 sq.mi

0.13

4287

sq.m

i

0.124668 sq.mi

0.149294 sq.mi

0.1012 sq.mi 0.115612 sq.mi

0.112219 sq.mi

0.524898 sq.mi

0.101553 sq.mi

0.097269 sq.mi

0.089969 sq.mi

0.089563 sq.mi

0.088002 sq.mi

0.086746sq

.mi

0.131022sq

.mi

0.110978sq

.mi

0.926275 sq.mi

0.069683sq

.mi

0.0

65

51

9s

q.m

i

0.064155 sq.mi

0.064847 sq.mi

0.05

724

sq.m

i

0.4

01

71

9s

q.m

i

0.0

47

6s

q.m

i

0.11765sq

.mi

0.053394 sq.mi

0.048512 sq.mi

0.045163 sq.mi

0.042886 sq.mi

0.0

61

95

sq

.mi

0.091439 sq.mi

0.03

7895

sq.m

i

0.098071 sq.mi

0.027502sq

.mi

0.024888sq

.mi

0.0

91

04

9s

q.m

i

0.80

3127

sq.m

i

0.058162 sq.mi

0.048408 sq.mi

0.014606 sq.mi

0.011879 sq.mi

0.110957 sq.mi

St. Elizabeth's StudyRevised TAZ's and Areas (in sq.mi)

/

��

Dir

ec

tio

nO

n R

oa

dw

ay

Lo

ca

tio

n D

eta

ils

MW

CO

G N

etw

ork

Co

din

gD

HS

Pro

jec

t N

etw

ork

Co

din

gM

od

el Y

ea

rs

1N

BI-

29

5O

n-r

am

p f

rom

Ch

ese

ap

ea

ke

St

Mis

sin

gA

dd

ed

Ra

mp

20

10

an

d A

ll F

utu

re

2S

BI-

29

5F

lyo

ve

r o

ff-r

am

p to

SB

S.C

ap

ito

l S

tM

issin

gA

dd

ed

Ra

mp

20

10

an

d A

ll F

utu

re

3S

BI-

29

5O

n-r

am

p f

rom

Ove

rlo

ok D

rM

issin

gA

dd

ed

Ra

mp

20

10

an

d A

ll F

utu

re

4S

BI-

29

5O

ff-r

am

p to

Ove

rlo

ok D

rM

issin

gA

dd

ed

Ra

mp

20

10

an

d A

ll F

utu

re

5E

B &

WB

Mis

sis

sip

pi A

ve

be

twe

en

Wh

ee

ler

Rd

an

d 4

th S

tM

issin

g L

ink

Ad

de

d 1

la

ne

/dir

lin

k2

01

0 a

nd

All

Fu

ture

6N

B &

SB

13

th S

tb

etw

ee

n V

alle

y A

ve

an

d M

issis

sip

pi A

ve

Mis

sin

g L

ink (

in F

UT

UR

E s

ce

na

rio

s o

nly

)A

dd

ed

1 la

ne

/dir

lin

k in

FU

TU

RE

sce

na

rio

s o

nly

All

Fu

ture

7E

B &

WB

Su

itla

nd

Pkw

yS

tan

ton

/Sh

eri

da

n O

N &

OF

F r

am

ps

Mis

sin

g R

am

ps in

20

10

on

lyA

dd

ed

Ra

mp

s in

20

10

on

ly2

01

0 o

nly

8N

B &

SB

I-2

95

be

twe

en

Ma

lclo

mX

an

d I-4

95

Co

de

d a

s 2

la

ne

s/d

ir

Re

vis

ed

to

3 la

ne

s/d

ir2

01

0 a

nd

All

Fu

ture

9A

llI-

29

5S

uitla

nd

Pkw

yIn

terc

ha

ng

e c

od

ing

in

FU

TU

RE

sce

na

rio

s d

oe

s n

ot re

fle

ct S

ca

pito

l S

t Im

pro

ve

me

nts

Re

vis

ed

to

dia

mo

nd

in

terc

ha

ng

e w

ith

all

mo

ve

me

nts

allo

we

d; A

t S

ca

pito

l &

Su

itla

nd

, a

ll m

ove

me

nts

allo

we

dA

ll F

utu

re

10

NB

Ove

rlo

ok D

rS

.Ca

pito

l S

t to

Ch

ap

pe

l Ja

me

s B

lvd

Co

de

d a

s a

tw

o-w

ay

4-l

an

e r

oa

dw

ay

Co

de

d a

s o

ne

-la

ne

on

e-w

ay

SB

20

10

an

d A

ll F

utu

re

11

All

S. C

ap

ito

l S

tM

alc

olm

X A

ve

Co

de

d a

s a

n A

t-G

rad

e in

ters

ectio

nR

evis

ed

to

gra

de

se

pa

rate

d w

ith

tig

ht d

iam

on

d in

terc

ha

ng

e (

ma

tch

exis

tin

g)

20

10

an

d A

ll F

utu

re

12

NB

& S

BS

. C

ap

ito

l S

tb

etw

ee

n D

efe

nse

Blv

d a

nd

ML

KC

od

ed

as M

ajo

r A

rte

ria

l u

sin

g tw

o-w

ay

links w

ith

FF

S=

35

mp

hR

evis

ed

to

Exp

ressw

ay

usin

g o

ne

-wa

y lin

ks w

ith

FF

S=

45

-55

mp

h2

01

0 a

nd

All

Fu

ture

13

NB

& S

BS

. C

ap

ito

l S

tb

etw

ee

n G

alv

esto

n S

t a

nd

Liv

ing

sto

n R

dC

od

ed

as 1

la

ne

s/d

ir

Re

vis

ed

to

2 la

ne

/dir

20

10

an

d A

ll F

utu

re

14

EB

& W

BM

issis

sip

pi A

ve

be

twe

en

So

uth

ern

Ave

an

d 1

3th

St

Co

de

d a

s 2

la

ne

s/d

ir

Re

vis

ed

to

1 la

ne

/dir

20

10

an

d A

ll F

utu

re

15

EB

& W

BS

uitla

nd

Pkw

yF

irth

Ste

rlin

g a

nd

Fo

restv

ille

Rd

/I-4

95

Co

de

d u

sin

g tw

o-w

ay

links

Re

vis

ed

usin

g o

ne

-wa

y lin

ks th

at w

ou

ld a

llow

to

sh

ow

va

rio

us r

am

p lo

ca

tio

ns

20

10

an

d A

ll F

utu

re

16

All

Su

itla

nd

Pkw

ya

t M

LK

Co

de

d a

s a

n A

t-G

rad

e in

ters

ectio

nR

evis

ed

to

gra

de

se

pa

rate

d (

ma

tch

exis

tin

g)

in 2

01

0 a

nd

as a

SP

UI in

FU

TU

RE

sce

na

rio

s2

01

0 a

nd

All

Fu

ture

17

All

Su

itla

nd

Pkw

ya

t A

lab

am

a A

ve

Ro

ad

wa

y lin

ks a

re N

OT

co

nn

ecte

dR

evis

ed

to

re

fle

ct e

xis

tin

g c

on

ditio

ns w

ith

ra

mp

mo

ve

me

nts

20

10

an

d A

ll F

utu

re

18

All

Su

itla

nd

Pkw

ya

t N

ayl

or

Rd

Ro

ad

wa

y lin

ks a

re N

OT

co

nn

ecte

dR

evis

ed

to

re

fle

ct e

xis

tin

g c

on

ditio

ns w

ith

tu

rn p

roh

ibitio

ns f

or

U-t

urn

s a

nd

Le

ft-t

urn

s o

n S

uitla

nd

20

10

an

d A

ll F

utu

re

19

All

Su

itla

nd

Pkw

ya

t B

ran

ch

Ave

Co

de

d a

s a

n A

t-G

rad

e in

ters

ectio

nR

evis

ed

to

gra

de

se

pa

rate

d a

nd

co

de

d a

ll ra

mp

s to

ma

tch

exis

tin

g2

01

0 a

nd

All

Fu

ture

20

All

Su

itla

nd

Pkw

ya

t S

ilve

r H

ill R

dC

od

ed

as a

n A

t-G

rad

e in

ters

ectio

nR

evis

ed

to

gra

de

se

pa

rate

d a

nd

co

de

d a

ll ra

mp

s to

ma

tch

exis

tin

g2

01

0 a

nd

All

Fu

ture

21

All

Su

itla

nd

Pkw

ya

t S

uitla

nd

Rd

Co

de

d a

s a

n A

t-G

rad

e in

ters

ectio

nR

evis

ed

to

gra

de

se

pa

rate

d a

nd

co

de

d a

ll ra

mp

s to

ma

tch

exis

tin

g2

01

0 a

nd

All

Fu

ture

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each

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s ea

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clud

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reat

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ide

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e R

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reco

nnec

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310

TA

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New

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s 26

063-

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1-26

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rev

CC

s 30

6-26

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306

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TA

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2 La

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each

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rect

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YE

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each

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261

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Re-

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n P

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nold

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l co

nnec

tion

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orris

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ng S

t to

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ris R

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nect

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in m

odel

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ne e

ach

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oded

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h di

rect

ion

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ed

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o G

ood

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e R

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s N

B1

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e it

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lane

s N

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NO

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e it

as 3

lane

s N

B

15M

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ssip

pi A

veS

outh

ern

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and

13t

h S

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NE

W E

dit

Cha

nged

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each

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rect

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6 Transportation Analysis General Summary & Overview

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Transcript of 6 Transportation Analysis General Summary & Overview