TR Circular E-C058_9th LRT Conference_2003.pdf - Florida ...

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Beatty 227 SUNNYDALE AVENUE Platform 5.2' off track centerline 18' 12' 28' 12.5' 12' 18' 75' 75' Retail 6.9' Commercial 45' 400' 15' 65' 7.5' x 260' Caltrain Platform 30' x 700' Caltrain Platform 30' x 700' 15' 25' 60' 80' 20' 172' 40' NOT TO SCALE SOUTHERN TERMINAL ALTERNATIVE 1A Figure 3 FIGURE 3 Alternative 1A.
228 Transportation Research Circular E-C058: 9th National Light Rail Transit Conference platform is in the center of the terminal close to the LRT platform. One drop-off parking curb is adjacent to the LRT platform, and the second is along the siding on the west side of the terminal for small vans, cabs, and passenger cars. Pedestrian access between passenger vehicles, buses, and LRT/commuter rail is at the north and south ends of the terminal platforms. The Alternate 1B terminal also requires an area approximately 232 ft by 400 ft for the LRT turnaround and platform, bus turnaround, and platform and drop off curb. Retail, commercial, and residential land uses that are compatible with a transportation center could be placed along the west side of the terminal opposite the commuter rail station. ALTERNATIVE 2 Alternative 2 uses a large loop circling one block (Figure 5). The combined inbound/outbound platform for debarking and boarding is a center platform between two outbound tracks adjacent to the commuter rail southbound platform. One LRT track separates the platforms. The commuter rail and LRT platforms are at different heights. There are two approach tracks on the south side of the terminal. Each track for has space to hold one two-car train. The bus platform is in the center of the terminal close to the LRT platform. One drop-off parking curb is on the west side of the terminal for small vans, cabs, and passenger cars. Pedestrian access between passenger vehicles, buses, and LRT/commuter rail is at the north and south ends of the terminal platforms. The Alternate 2 terminal site requires an area approximately 116 ft by 520 ft for the LRT turnaround and platform, bus turnaround, and platform and drop off curb. Retail, commercial, and residential land uses that are compatible with a transportation center could be placed along the west side of the terminal opposite the commuter rail station. Since this alternative requires less area, the additional space could be used for a plaza serving the passengers or as additional retail, commercial, and residential space. Planning efforts are continuing. A conceptual layout and facility requirement analysis have defined land and access requirements for a successful operation. The next phase will depend upon the developer and city of Brisbane. The developers will establish their requirements at the terminal site based on market conditions and costs. The city of Brisbane, who is the public entity, will confirm the plan. Input from local residents, officials from the cities involved, Caltrain, and landowners will address land use in the Southern Terminal vicinity and station access for pedestrians and vehicles. CONCLUSION Redevelopment of the Third Street corridor is an important part of the general plan for San Francisco. The area is one of the few available for development. The Third Street corridor provides sites for large urban centers at either end and the center. Redevelopment of these sites will anchor infill development generated between the centers. The resulting developed corridor should provide a balanced mix of residential, commercial, and industrial land uses with a mix of buildings reflecting different periods. It will also provide public transportation access.
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9 th National Light Rail Transit Co
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E Foreword xperience, Economics and
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Contents OPENING GENERAL SESSION St
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Shared-Use Corridors: A Survey of C
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LIGHT RAIL ELECTRIFICATION Feederle
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T OPENING GENERAL SESSION Status of
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Schumann and Loetterle 5 SEATTLE/TA
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Schumann and Loetterle 7 Current Co
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Schumann and Loetterle 9 Current Co
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Schumann and Loetterle 11 Current C
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Schumann and Loetterle 13 In early
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Schumann and Loetterle 15 CALGARY F
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Schumann and Loetterle 17 9. http:/
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TABLE 3 Right of Way Locations km o
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TABLE 5 Revenue Service Vehicles Ch
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PLANNING AND FORECASTING FOR LIGHT
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Thompson 27 These ideas appealed to
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Thompson 29 beginning, however, tha
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Thompson 31 in the interviews becau
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Thompson 33 San Diego San Diego was
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Thompson 35 to the National Confere
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S PLANNING AND FORECASTING FOR LIGH
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Day and Stauder 39 Pre-1996 Transpo
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Day and Stauder 41 part of the gene
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Day and Stauder 43 Comparability Ac
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Kaplan, Englisher, and Warner 45 PR
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Washington Park Fairview Heights Me
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FIGURE 3 TAZ splits in St. Clair Co
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Kaplan, Englisher, and Warner 51 lo
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Kaplan, Englisher, and Warner 53 to
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Kaplan, Englisher, and Warner 55 No
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Kaplan, Englisher, and Warner 57 Co
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Straus and Watry 59 then, Muni has
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Straus and Watry 61 Various factors
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Straus and Watry 63 Francisco Count
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Straus and Watry 65 where it would
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Straus and Watry 67 require lifting
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Straus and Watry 69 TABLE 2 In-Vehi
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Straus and Watry 71 FIGURE 5 Bay Vi
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Straus and Watry 73 LESSONS LEARNED
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Marchwinski, Spitz, and Adler 75 BA
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Marchwinski, Spitz, and Adler 77 re
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Marchwinski, Spitz, and Adler 79 QU
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Marchwinski, Spitz, and Adler 81 St
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Marchwinski, Spitz, and Adler 83 TA
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Marchwinski, Spitz, and Adler 85 It
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LOW-FLOOR LIGHT RAIL VEHICLES Struc
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Sarunac and Zeolla 91 STRUCTURAL ST
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Sarunac and Zeolla 93 LRV-LFE DESIG
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Sarunac and Zeolla 95 The values no
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Sarunac and Zeolla 97 to evaluate a
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Sarunac and Zeolla 99 TABLE 1 Summa
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Sarunac and Zeolla 101 Comparison o
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Sarunac and Zeolla 103 approach, ap
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Morgan 105 concept can be readily i
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Morgan 107 DART LRVs are all relati
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Morgan 109 trailer truck with 4-dis
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Morgan 111 Conclusion Because of th
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Morgan 113 TABLE 1 Comparison of Se
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Morgan 115 After the real estate, t
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Morgan 117 Fleet Maintenance Standa
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LOW-FLOOR LIGHT RAIL VEHICLES Integ
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Fraser, Leary, Marianeschi, and Pel
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D LIGHT RAIL TRANSIT AND OTHER MODE
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McBrayer 137 As of September 2002,
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McBrayer 139 Understandable Route T
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McBrayer 141 and reward investment
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McBrayer 143 The results of this ap
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McBrayer 145 of transit improvement
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McBrayer 147 system, the use of ali
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A LIGHT RAIL TRANSIT TRAFFIC ENGINE
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Boorse 153 use could be problematic
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Boorse 155 Section 10C.10—Do Not
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Boorse 157 purpose. In fact, to the
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Boorse 159 (a) (b) FIGURE 3 Figures
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Boorse 161 Section 10D.05—Traffic
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Boorse 163 (a) (b) FIGURE 4 Example
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Boorse 165 practices. This resulted
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Black 167 FIGURE 1 Hudson-Bergen LR
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Black 169 Return Phases may also be
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Black 171 FIGURE 5 Naztec preemptio
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Black 173 FIGURE 8 Split times cann
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Koonce, Urbanik, and Mishra 175 inh
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Page 186 and 187: Koonce, Urbanik, and Mishra 179 TAB
Page 188 and 189: Koonce, Urbanik, and Mishra 181 FIG
Page 190 and 191: Koonce, Urbanik, and Mishra 183 (a)
Page 192: Koonce, Urbanik, and Mishra 185 CON
Page 196 and 197: O LIGHT RAIL TRANSIT AND TRANSIT-OR
Page 198 and 199: Arrington 191 FIGURE 2 Eastside Vil
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Page 202 and 203: Arrington 195 Portland’s Westside
Page 204 and 205: Arrington 197 FIGURE 4 Orenco Stati
Page 206 and 207: Arrington 199 FIGURE 5 America Plaz
Page 208 and 209: Arrington 201 with 2,600 units. Und
Page 210 and 211: Arrington 203 TABLE 2 Ten Steps to
Page 212 and 213: LIGHT RAIL TRANSIT AND TRANSIT-ORIE
Page 214 and 215: Fitzsimmons and Birch 207 FIGURE 1
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Page 218 and 219: Fitzsimmons and Birch 211 The Futur
Page 220 and 221: Fitzsimmons and Birch 213 The state
Page 222 and 223: M LIGHT RAIL TRANSIT AND TRANSIT-OR
Page 224 and 225: H UNTERSPOINTSHIPYARD Beatty 217 H
Page 226 and 227: HUNTERS POINT EXPWY Beatty 219 WILL
Page 228 and 229: Beatty 221 an attractive alternativ
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Page 232 and 233: Beatty 225 secondary bus type. The
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Page 238 and 239: Beatty 231 The Southern Terminal is
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Page 246 and 247: Edwards and Phillips 239 recreation
Page 248 and 249: Edwards and Phillips 241 bridge). T
Page 250 and 251: Edwards and Phillips 243 Additional
Page 252 and 253: Edwards and Phillips 245 • Serve
Page 254 and 255: Edwards and Phillips 247 • Ensure
Page 256 and 257: CROSSINGS AND SHARED CORRIDORS “L
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Page 260 and 261: TABLE 1 Third Street LRT Project Ra
Page 262 and 263: Ames and Gamlen 257 Condition Freig
Page 264 and 265: Ames and Gamlen 259 TABLE 2 Third S
Page 266 and 267: Ames and Gamlen 261 where the light
Page 268 and 269: Ames and Gamlen 263 Table 4 shows t
Page 270 and 271: Ames and Gamlen 265 CONCLUSION Impl
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Page 274 and 275: Irwin 269 TRIMET STANDARDS TriMet h
Page 276 and 277: Irwin 271 FIGURE 2 Pedestrian warni
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Page 280 and 281: Irwin 275 FIGURE 5 Typical crossing
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Irwin 279 FIGURE 8 Standard detail
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Irwin 281 FIGURE 9 Audible or visua
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Irwin 283 . FIGURE 10 Audible or vi
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Irwin 285 In general, ODOT Rail dis
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Irwin 287 FIGURE 12 Pedestrian sigh
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CROSSINGS AND SHARED CORRIDORS Reso
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Ryan, Rabiner, and Trumbull 291 The
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Ryan, Rabiner, and Trumbull 293 FIG
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Ryan, Rabiner, and Trumbull 295 The
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Ryan, Rabiner, and Trumbull 297 FIG
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Ryan, Rabiner, and Trumbull 299 REF
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Sela, Resor, and Hickey 301 opportu
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Sela, Resor, and Hickey 303 TABLE 1
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City Atlanta Baltimore Operating Ag
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TABLE 2 (continued) Transit Systems
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Sela, Resor, and Hickey 309 Time Se
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Sela, Resor, and Hickey 311 Grade C
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Sela, Resor, and Hickey 313 records
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Sela, Resor, and Hickey 315 recomme
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CRITIQUES: HOW ARE WE DOING? Riders
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Polzin and Page 321 NTD ID TABLE 1
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Polzin and Page 323 35 30 Ridership
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Polzin and Page 325 As an indicatio
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D allas TX Denver CO 100 100 80 80
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Polzin and Page 329 Passengers per
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Polzin and Page 331 TABLE 3 Percent
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Polzin and Page 333 Figure 10 graph
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Polzin and Page 335 3500 Passenger
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Polzin and Page 337 productivity tr
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Cooper and Furmaniak 339 PROJECT OV
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Cooper and Furmaniak 341 less than
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Cooper and Furmaniak 343 substation
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Cooper and Furmaniak 345 120,000 10
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Cooper and Furmaniak 347 failures,
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Cooper and Furmaniak 349 creatively
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D CRITIQUES: HOW ARE WE DOING? Peak
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Demery and Higgins 353 The finding
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Demery and Higgins 355 TABLE 1 Regr
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Demery and Higgins 357 TABLE 3 Regr
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Demery and Higgins 359 have to be s
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Demery and Higgins 361 regularly ex
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Demery and Higgins 363 passengers (
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Demery and Higgins 365 92-ft (28-m)
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Demery and Higgins 367 NOTES 1. The
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Demery and Higgins 369 18. Moore, J
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M CRITIQUES: HOW ARE WE DOING? Ligh
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Henry 373 SUCCESS MEANS FAILURE? De
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Henry 375 trolley car” for their
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Henry 377 Cox’s claims appear to
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Henry 379 ATTACK ON SMART GROWTH AN
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Henry 381 But another question is r
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Henry 383 FIGURE 1 Average proporti
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Henry 385 REFERENCES 1. Layton, Lyn
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CIVIL DESIGN Design and Constructio
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Berliner, Campo, Dickerson, and Mac
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CIVIL DESIGN Floating Slab Trackbed
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Carman, Smoluchowski, and Berliner
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FIGURE 5 Plan view of NERL MOS-1 FS
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CIVIL DESIGN Fitting Light Rail Tra
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Emili, Spadaccino, Risoldi, Tuzi, a
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FIGURE 3 Aerial view of the constru
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FIGURE 6 Piazza Vittorio Emanuele u
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FIGURE 8 Vibration measurement resu
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FIGURE 11 Side and central precast
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T CIVIL DESIGN Embedded Track Desig
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FIGURE 1 Configuration 1: Rail full
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Daniels 441 Configuration 2: Rail o
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FIGURE 4 Idealizations for modeling
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Daniels 445 Results Available from
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Note: Fatigue life is calculated on
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35 Note: Fatigue life is calculated
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Daniels 451 Pressures: Rail Support
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12 10 Slab Pressure on Ground Suppo
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RAIL UPLIFT FORCE FROM THERMAL EFFE
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Daniels 457 SUMMARY Analysis of emb
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T CIVIL DESIGN Debate of At-Grade V
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Li and Tertadian 461 \ FIGURE 1 Exp
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Li and Tertadian 463 FIGURE 2 Exist
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Li and Tertadian 465 navigability.
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Li and Tertadian 467 being consider
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Li and Tertadian 469 TABLE 1 Estima
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474 Transportation Research Circula
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OPERATIONS AND COMMUNICATIONS From
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Swiecick, Van Dyke, and O’Connor
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P OPERATIONS AND COMMUNICATIONS Imp
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PROJECT MANAGEMENT
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PROJECT MANAGEMENT Design-Build Con
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PORTLAND POSTER SESSION
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T PORTLAND POSTER SESSION Special P
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LIGHT RAIL ELECTRIFICATION
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LIGHT RAIL ELECTRIFICATION Operatio
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L LIGHT RAIL ELECTRIFICATION Built-
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T LIGHT RAIL ELECTRIFICATION One Br
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FIGURE 1 Light rail in Portland.
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FIGURE 2 Voltage profile.
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TRANSPORTATION RESEARCH BOARD 2003
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Officers George F. Dixon, III, Chai
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APTA Officers and Board of Director
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The National Academy of Sciences is
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