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

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68 Transportation Research Circular E-C058: 9th National Light Rail Transit Conference FIGURE 3 IOS bus service plan. TABLE 1 Estimated Weekday Transit Ridership EXISTING (1996) 2007 IOS 2020 IOS 2020 NCS LRT/BUS LINE Light Rail Lines in Corridor: Embarcadero Ext. (1998) n/a 7,238 9,050 2,020 Third Street LRT n/a 39,834 71,010 92,110 Subtotal n/a 47,072 80,060 94,130 Bus Lines in Corridor: Line 15-Third 25,050 n/a n/a n/a Lines 9X, 9AX, 9BX 14,330 14,330 21,780 18,200 Lines 30, 45 26,640 26,640 31,770 25,880 Shifts from 15 to other lines n/a 1,500 4,480 4,480 Subtotal 66,020 42,470 58,030 48,560 TOTAL IN CORRIDOR 66,020 89,542 138,090 142,690 Increase over existing: n/a 23,522 72,070 76,670 Notes: “2007” figures were initially projected as 2003; this adjustment represents a 2002 estimate of delayed Mission Bay development. Similarly, “2020” figures were presented in the EIS as 2015. Table adapted from Third Street Light Rail Project FEIS/FEIR. Data are drawn from Third Street Light Rail Project FEIS/FEIR; Travel Demand Forecasting Results Working Paper, and Mission Bay Muni Service Extension Strategies reports. Projections for “2007” for bus lines other than line 15 were not prepared; estimates in table are inferences drawn from other entries.
Straus and Watry 69 TABLE 2 In-Vehicle and Total Transit Travel Times for Selected Third Street Corridor Transit Trips (Times in Minutes) ORIGIN–DESTINATION EXISTING (1996) 2020 NO BUILD/TSM ALTERNATIVE 2020 Phase 1 (IOS) 2020 Phase 2 (NCS) Arleta/Bayshore–Third/Market 36/45 42/51 31/44 27/40 Third/Palou–Montgomery/Market (IOS) Third/Market (NCS) 30/44 30/44 24/38 19/33 Arleta/Bayshore–Stockton/Clay 49/61 49/61 n/a 30/44 Third/Palou–Stockton/Clay 36/50 36/50 n/a 22/37 Arleta/Bayshore– Montgomery/Market (IOS) Main/Market (NCS) 42/54 42/54 29/42 n/a Third/Palou–Main/Market 30/47 30/47 22/36 n/a Notes: First number represents in-vehicle travel times; second number represents total point-to-point travel times. “2020” figures were initially projected as 2015 in EIS; this adjustment represents a 2002 estimate of delayed Mission Bay development. Table adapted from Third Street Light Rail Project FEIS/FEIR. Data are drawn from Third Street Light Rail Project FEIS/FEIR; Travel Demand Forecasting Results Working Paper, and Mission Bay Muni Service Extension Strategies reports. IOS. (Again, the reader is warned that the numerical bases of these two estimates are unfortunately not entirely consistent with one another, the NCS estimate incorporating later refinements.) IOS 4,293 daily hours 1,343,709 annual hours (over TSM) NCS 13,320 daily hours 4,169,160 annual hours (over IOS) Costed at a user travel time value of $11.70, as recommended by FTA when environmental documentation was prepared, the annualized value of these savings to users is estimated as: IOS 1,343,709 annual hours $15.7 million per year (over TSM) NCS 4,169,160 annual hours $48.8 million per year (over IOS) Signal Priority and Semi-Exclusive Right-of-Way Visitors to San Francisco since the 1970s have puzzled over the one 10-block stretch of semiexclusive median treatment (i.e., a transit-only exclusive median, but one still interrupted by cross streets) on a portion of the N-Judah line, not repeated elsewhere in the system. At the time, community opposition, primarily concerned with driveway access and on-street parking, prevented expansion of this approach. Community support for transit-priority applications has since become far more (but, no, not universally) acceptable, and hence transit rights-of-way have
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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
Page 25 and 26: Schumann and Loetterle 15 CALGARY F
Page 27 and 28: Schumann and Loetterle 17 9. http:/
Page 29 and 30: TABLE 3 Right of Way Locations km o
Page 31 and 32: TABLE 5 Revenue Service Vehicles Ch
Page 33 and 34: PLANNING AND FORECASTING FOR LIGHT
Page 35 and 36: Thompson 27 These ideas appealed to
Page 37 and 38: Thompson 29 beginning, however, tha
Page 39 and 40: Thompson 31 in the interviews becau
Page 41 and 42: Thompson 33 San Diego San Diego was
Page 43 and 44: Thompson 35 to the National Confere
Page 45 and 46: S PLANNING AND FORECASTING FOR LIGH
Page 47 and 48: Day and Stauder 39 Pre-1996 Transpo
Page 49 and 50: Day and Stauder 41 part of the gene
Page 51 and 52: Day and Stauder 43 Comparability Ac
Page 53 and 54: Kaplan, Englisher, and Warner 45 PR
Page 55 and 56: Washington Park Fairview Heights Me
Page 57 and 58: FIGURE 3 TAZ splits in St. Clair Co
Page 59 and 60: Kaplan, Englisher, and Warner 51 lo
Page 61 and 62: Kaplan, Englisher, and Warner 53 to
Page 63 and 64: Kaplan, Englisher, and Warner 55 No
Page 65 and 66: Kaplan, Englisher, and Warner 57 Co
Page 67 and 68: Straus and Watry 59 then, Muni has
Page 69 and 70: Straus and Watry 61 Various factors
Page 71 and 72: Straus and Watry 63 Francisco Count
Page 73 and 74: Straus and Watry 65 where it would
Page 75: Straus and Watry 67 require lifting
Page 79 and 80: Straus and Watry 71 FIGURE 5 Bay Vi
Page 81 and 82: Straus and Watry 73 LESSONS LEARNED
Page 83 and 84: Marchwinski, Spitz, and Adler 75 BA
Page 85 and 86: Marchwinski, Spitz, and Adler 77 re
Page 87 and 88: Marchwinski, Spitz, and Adler 79 QU
Page 89 and 90: Marchwinski, Spitz, and Adler 81 St
Page 91 and 92: Marchwinski, Spitz, and Adler 83 TA
Page 93 and 94: Marchwinski, Spitz, and Adler 85 It
Page 96 and 97: LOW-FLOOR LIGHT RAIL VEHICLES Struc
Page 98 and 99: Sarunac and Zeolla 91 STRUCTURAL ST
Page 100 and 101: Sarunac and Zeolla 93 LRV-LFE DESIG
Page 102 and 103: Sarunac and Zeolla 95 The values no
Page 104 and 105: Sarunac and Zeolla 97 to evaluate a
Page 106 and 107: Sarunac and Zeolla 99 TABLE 1 Summa
Page 108 and 109: Sarunac and Zeolla 101 Comparison o
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Page 112 and 113: Morgan 105 concept can be readily i
Page 114 and 115: Morgan 107 DART LRVs are all relati
Page 116 and 117: Morgan 109 trailer truck with 4-dis
Page 118 and 119: Morgan 111 Conclusion Because of th
Page 120 and 121: Morgan 113 TABLE 1 Comparison of Se
Page 122 and 123: Morgan 115 After the real estate, t
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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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Koonce, Urbanik, and Mishra 177 EXI
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Koonce, Urbanik, and Mishra 179 TAB
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Koonce, Urbanik, and Mishra 181 FIG
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Koonce, Urbanik, and Mishra 183 (a)
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Koonce, Urbanik, and Mishra 185 CON
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O LIGHT RAIL TRANSIT AND TRANSIT-OR
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Arrington 191 FIGURE 2 Eastside Vil
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Arrington 193 restricted to propert
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Arrington 195 Portland’s Westside
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Arrington 197 FIGURE 4 Orenco Stati
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Arrington 199 FIGURE 5 America Plaz
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Arrington 201 with 2,600 units. Und
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Arrington 203 TABLE 2 Ten Steps to
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LIGHT RAIL TRANSIT AND TRANSIT-ORIE
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Fitzsimmons and Birch 207 FIGURE 1
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Fitzsimmons and Birch 209 pockets o
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Fitzsimmons and Birch 211 The Futur
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Fitzsimmons and Birch 213 The state
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M LIGHT RAIL TRANSIT AND TRANSIT-OR
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H UNTERSPOINTSHIPYARD Beatty 217 H
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HUNTERS POINT EXPWY Beatty 219 WILL
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Beatty 221 an attractive alternativ
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Beatty 223 Bayshore Boulevard at Su
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Beatty 225 secondary bus type. The
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Beatty 227 SUNNYDALE AVENUE Platfor
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Beatty 229 SUNNYDALE AVENUE 18' 12'
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Beatty 231 The Southern Terminal is
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Edwards and Phillips 233 means for
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Edwards and Phillips 235 Road corri
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Edwards and Phillips 237 viable nei
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Edwards and Phillips 239 recreation
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Edwards and Phillips 241 bridge). T
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Edwards and Phillips 243 Additional
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Edwards and Phillips 245 • Serve
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Edwards and Phillips 247 • Ensure
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CROSSINGS AND SHARED CORRIDORS “L
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Ames and Gamlen 253
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TABLE 1 Third Street LRT Project Ra
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Ames and Gamlen 257 Condition Freig
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Ames and Gamlen 259 TABLE 2 Third S
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Ames and Gamlen 261 where the light
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Ames and Gamlen 263 Table 4 shows t
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Ames and Gamlen 265 CONCLUSION Impl
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Irwin 267 recommendations. TriMet
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Irwin 269 TRIMET STANDARDS TriMet h
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Irwin 271 FIGURE 2 Pedestrian warni
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Irwin 273 Channeling Figure 4 detai
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Irwin 275 FIGURE 5 Typical crossing
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Irwin 277 The disadvantages of swin
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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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