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HomeMy WebLinkAboutAdditional Documents(Part 2 of 2)Appendix A Approved Methodology Site Plan AVID PLUMMER & ASSOCIATES, INC. NSPORTAT1ON • CIVIL • STRUCTURAL • ENVIRONMENTAL To: Affiliation: From: RE: cc: Facsimile Transmission Mr. Raj Shanmugaxn, PE URS Corporation Sonia Shreffler-Bogart Lima MUSP #05243 Fax #: Phone #: Date: Pages: Miranda Blogg, Lilia Medina, Jennifer McConney, file (954) 739-1789 (954) 739-1881 September 21, 2005 3 page(s), including cover Per your conversation with Juan Espinosa, Kobi Karp Architecture and Interior Design is pursuing City of Miami approvals for a residential project located on Biscayne Boulevard between NE 29th and 30th Streets in Miarni, Florida. The plan includes • 188 residential dwelling units and 8,244 SF of retail space (see Attachment A). Vehicular access to the project will be provided on NE 30th Street. The subject site is located outside the limits of the Downtown Miarni Area -wide DRI. The study area has been defined as 1-195 to the north, 1-395 to the south, Biscayne Boulevard the east and 1-95 to the west. "'This will serve as our methodology for the subject MUSP traffic impact study. Turning movement traffic counts will be collected during the PM (4:00-6:00) peak period at four major intersections in the immediate project vicinity. 1. NE 29th Street / Biscayne Boulevard (signalized) 2. NE 30th Street / Biscayne Boulevard 3. NE 29th Street / NE 4th Avenue 4. NE 30th Street / NE 4th Avenue In addition to these intersections, we will analyze the project driveway(s). X Segment traffic volumes will be collected as 24 hour machine counts at the following locations: 1. Biscayne Boulevard between 1-395 to NE 13th Street 2. Biscayne Boulevard between NE 13th Street and NE 20th Street 3_ Biscayne Boulevard between NE 20th Street and NE 1-195 4. NE 20th Street between NE 2nd Avenue and Miami Avenue 5. NE 20th Street between Miarni Avenue and 1-95 X Available Florida Department of Transportation (FDOT) counts will be consulted where appropriate. uX Raw traffic counts will be adjusted to peak season (for the peak hour period). The signal timing and phasing at the study signalized intersections will be obtained from Miami -Dade County. 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE. 305 447-0900, FAX: 305 444-4985 E-MAIL: dpa n dplumrner.com �dP 011 Existing and f ture traffic conditions for the project area corridors will be established using the person -trip methods The methodology for this method is outlined in the Miami Comprehensive Neighborhood Plan. X Corridor capacity will be estimated using generalized vehicular capacities (converted to person -trips) from the FDOT LOS Manual, or other acceptable equivalent. X Project Traffic — project trip generation will be based on the calculation of person -trips consistent with the city of Miami Comprehensive Plan. Person -trips generated by the project will be established using the following procedure: I. Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. 2. Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). 3. Reduce gross vehicular trips by a transit reduction based on projected modal splits. 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction. 5. Establish the net external vehicle trips. 6. Convert the net external vehicle trips to person -trips using 1.4 persons per vehicle pursuant to City standards. 7 Convert the vehicular trips assigned to transit back to person -trips using 1.4 persons per vehicle pursuant to City standards. 8. Add together the project net external person -trips for the vehicle and transit modes. X Back round Traffic. A growth factor consistent with historical annual growth in the area will be applied to the existing traffic volumes_ OX Committed Developments. Will be based on the August 2005 list of relevant projects provided by the city. Only projects that are approved and are either under construction or about to break ground will be included. Committed development trips will also be converted to person -trips based on the methodology described above. X Highway Capacity Software (HCS) based on the 2000 Highway Capacity Manual (HCM) will be used for existing and future intersection capacity analysis. Project and committed development net external vehicle trips (adjusted for transit, pedestrian and occupancy as described above) will be used for the intersection capacity analysis. Intersection capacity analyses will be perfoiined at the three study intersections and the proposed project driveway(s). X Trip Assignment. Net new external project traffic will be assigned to the adjacent street network using the appropriate cardinal distribution from the Metro -Dade Long Range Transportation Plan Update, published by the Metropolitan Planning Organization. Noiriial traffic patterns will also be considered when assigning project trips. X Per Section 14.182d of the City of Miami Code, a Transportation Control Measures Plan will be included in the report. If you haveanyquestions you can contact me at (305) 447-0900. iraffic_fneth_fax.doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 [dpas • tee'-1 N.E 30TH STREET N.E 29TN STREET PROPOSED 39 STORY TOWER ARGWitECTURE h INTERIOR DESIGN KO81 KARP wx:0rrra a TOTAL WACO { COYIIERCUu.IRETAIL SERVICE CiRCULATiON RESIDENTIAL RESIDENTIAL BALCONIES RESIDENRAL AME14111ES PARKING 1 DROP OFF AREAS ia LW/4 i1ENT / LOBBIES Appendix B Traffic Counts Signal Timings Raw Traffic Counts TF\29T STREET & B1SCA` r: BLVD/US 1 *FLORIDA BY: I. GONZALEZ 6 U, GONZALEZ 51GBALISED TRAFFIC SURVEY SPECIALISTS, INC,. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAI (561) 272-4381 ALL VEHICLES E PDS Site Code : 00050237 Start Late: 09/06/05 File LD. : 29S RISC Page : 1 BISCAYNE BLVD/US 1 From North Peds light Thru Left Date 09/06/05 16:00 3 16:15 3 16:30 0 16:45 3 Er Total 9 17:00 17:15 17:30 17:45 Br Total 1 4 0 2 7 12 9 15 14 50 16 5 12 4 37 215 219 202 185 821 251 266 232 243 992 NE 29 STREIT .from Bast Peds Right Thru Left BISCAYNE BLVD./US 1 From South Peds Right Thru HE 29 SIQEET From Hest Vehicle Peds Right Thru Left Total 4 9 6 6 25 6 9 11 6 32 8 7 1 8 24 10 9 13 7 39 2 5 4 2 13 4 5 8 3 20 16 5 11 3 35 4 12 6 12 34 11 9 14 17 51 9 18 18 16 61 2 2 1 5 10 4 9 2 2 17 8 6 4 15 33 7 5 4 2 18 283 254 49 259 845 303 283 244 261 1091 13 11 4 5 33 2 10 11 a 31 4 4 0 0 a 1 4 3 5 13 a 4 4 2 18 14 6 11 8 39 9 9 2 7 27 6 6 13 8 33 17 10 7 12 46 22 19 14 15 70 598 550 322 527 1937 644 644 584 5" 2458 }TOTAL' 16 • 87 1813 57 63 33 69 112 1 27 51 1936 64 l 21 57 60 116 4455 TB STREET f, BISCAYNE BLTD/US 1 liltLUBIDA BY: I. GONZALEZ 66 Q, SONSALES IGNALI2ED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY II CH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050237 Start Date: 09/06/05 File LD. : 29S RISC Page :2 BISCAYNE BLVD/UUS 1 From north Peds Right Thru Left )ate 04/06/05 NE 29 STREET From East Peds Right Thru Left BISCAYNE BLVD/US 1 From South Peds Right Thru Lef NE 29 STQEET From Nest Peds Right Thru Lef Vehicle Total Peak Rour Analysis By Entire Inters Peak start 17:00 Volume 37 992 32 Percent 31 931 31 Pk total 1061 Highest 17:15 Volume - 5 266 9 Hi total 280 PHF .95 7 7 NE 29 STQEET 31 34 102 37 70 70 33 on for the Period: 16:00 to 8:00 on 09/06/05 17:00 17:00 17:00 - 20 34 61 - 18 1091 31 - 39 33 70 - 171 301 531 21 961 31 - 271 231 491 115 1140 142 17:15 17:00 17:00 5 12 18 7 303 2 14 6 22 35 ,82 37 312 ,91 BISCAYNE BLVD/US 1 9921. 32 37 9921 32 1,061 t 2,242 244 70 1,091 20 • ALL VEHICLES E. PEOS 33 1.42 I Intersection Total 2,458 39 39 13 13 2,232 198 42 .85 39 39 2020 115 34 1 1,140 BISCAYNE BLVD/US 1 1,091 1,091 18 18 34 61 61 83 NE 29 STREET 17 17 32 33 18 M JAM I , VL T&V A 1 R-AVIN , tt C NE-L., MAt.s i 6 5'C7 AL17.. ..r:), 3GTE STREET i BISCATNI LORIDA T: LUIS PALOMINO s GRAL18ED, 8/W STOP TRAFFIC SURVEY SPECIALISTS, IIC. 624 GARDENIA TERRACE DELRAY BRACH, FLORiDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES i PEDS Site Coe : 00050263 Start Date: 09/22/05 File I.D. 30STBISC Page : 1 B1SCATHE BOULET'ARD From North Peds Right Thru ate 09122/05 6:00 1 13 6:15 5 13 6:30 3 7 6:45 6 8 r Total 15 41 7:00 7:15 7:30 7:45 r Total 0 2 5 1 a 10 12 5 10 37 HE 30TH STREET From Bast eft Peds Right Thru Lef BISCAY/1E BOULEVARD From South Peds Right Thru Lef HE 30TH STREET From lest Peels Right Thu Lef Vehicle Total 229 222 208 237 896 284 250 251 257 1042 11 7 11 13 42 14 16 13 12 55 9 3 20 15 47 11 15 11 12 49 10 11 9 13 43 14 16 12 10 52 1 0 0 0 1 1 0 0 0 1 6 2 2 2 12 2 5 2 9 18 0 6 0 4 6 3 1 7 7 20 261 289 281 306 1137 1 8 317 0 6 299 0 5 328 1 7 301 2 26 1245 1 4 1 3 9 1 2 0 4 7 6 3 0 7 a 3 0 3 11 2 0 1 3 2 2 4 28 10 2 15 10 3 2 1 16 8 2 7 3 20 2 2 0 2 6 3 6 1 1 11 548 558 525 597 2228 664 616 624 616 2520 TOTALS 23 78 1938 • 97 96 95 2 30 ] 9 46 2382 16 44 30 8 26 I 4748 ET & BISCAYNE 803LEV IDA Y: LUIS PAI,t3 A° T S1 MUSED, E/B STOP TRAFFIC SURVEY SPECIALISTS, INC, 624 GARDENIA TERRACE DEIJAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PHDS Site Code : 00050263 Start Date: 03/22/05 Pile I,D, : 3OSTBISC Page : 2 BISCAYNE BOULEVARD From North 30TH STREET East BISCAYNE BOULEVARD From South Peds Right Thru Left Peds Right Thru Left Peds Right Thru te 09/22/05 iak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 09/22/05 !ak start 17:00 17:00 17:00 31ume 37 1042 55 - 52 1 18 - 26 1245 31 921 5 - 73% 11 25l 21 97l ;1cent total 1134 ighest 17:00 )lame - i total 308 IF .92 10 284 xE 30TH STREET 7 1 37 45 11 11 6 6 20 20 16 • 16 7 71 17:15 16 0 21 .B5 BISCA • 1,042 1,042 1,134 82 N 30TH STREET m Rest Left ( Peds light 'Nan Left ebicle Total 1278 17:30 5 328 333 .96 BOULEVARD 11 1,245 52 1,308 ALL V33HICLES & PEDS Intersection Total 2,520 18 1,042 20 1,080 2,358 BISCAYNE BO 7 158 1,278 VARD 1,245 1,245 17:00 - 20 6 11 54l 16% 30t 37 17:00 13 .71 71 26 26 8 2 49 49 52 52 1 1 18 18 87 NE 30TH STREET 55 6 26 2 2 1 1/ 1 FHA LIMA MUSP Pedestrian and Vehicle Turning Movement September 22, 2005 NE 4th Ave and 29th St Time NE 4th Ave From North NE 29th St From East NE 29th St From West Peds Right Left Peds Right Thru Peds Thru Left 4:00 PM to 4:15 PM 1 18 3 6 2 5 15 4 15 4:15 PM to 4:30 PM 3 7 3 0 5 2 3 10 4:30 PM to 4:45 PM 3 12 2 2 4 7 5 4:45 PM to 5:00 PM 2 2 2 0 4 6 4 5:00 PM to 5:15 PM 5:15 PM to 5:30 PM 3 2 10 7 4 6 2 1 3 5 13 4 3 3 10 5:30 PM to 5:45 PM 5:45 PM to 6:00 PM #05203 - 4 ave_29 st 3 5 13 12 4 2 5 4 0 1 6 6 13 5 5 8 19 6 ped_veh_count2.xls Time 4:00 PM to 4:15 PM 4:15 PM to 4:30 PM 4:30 PM to 4:45 PM 4:45 PM to 5:00 PM NE 4th Ave From North Peds 2 2 Right 9 7 Thru 3 1 Left 3 1 LIMA MUSP Pedestrian and Vehicle Turning Movement September 22, 2005 NE 4th Ave and 30th St NE 4th Ave From South Peds 2 1 Right 3 Thru 8 1 1 5 2 2 2 0 0 5:00PMto5:15PM 3 5 5 4 1 1 4 7 4 Left Peds 1 2 0 1 NE 30th St From East Right 7 0 Thru 8 5 NE 30th St From Left Peds Right Thru 2 2 1 3 2 1 6 4 est 1 2 4 4 1 2 3 7 5 3 1 6 2 9 7 1 0 3 0 3 2 13 8 3 5:15 PM to 5:30 PM 1 4 3 4 3 1 4 3 6 1 9 5 5:30 PM to 5:45 PM 3 6 5:45 PM to 6:00 PM # 05203.4 ave_30 st 1 2 2 1 0 3 2 7 2 1 4 3 3 7 8 8 10 1 0 18 2 8 0 6 pedtveh_count2.xls • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* ata File : D0309028.PRN tation : 000000030708 dentification : 000058410067 Interval ; 15 minutes tart date : Mar 9, 04 Start time : 00:00 top date : Mar 9, 04 Stop time : 2400 ity/Town : Miami, FL County : Dade ocation : Biscayne Boulevard Btwn NE 13 & 14 Sts ****************************************************************************** ar 9 Southbound Volume for Lane 1 nd Time 00 01 02 03 04 05 06 07 08 09 10 11 15 79 41 32 42 33 49 102 227 361 355 298 274 30 74 39 41 31 27 39 118 240 328 355 269 279 45 65 39 35 31 31 73 181 296 368 312 239 268 00 65 54 32 31 40 82 195 355 347 300 252 263 r Total 263 173 140 135 131 243 596 1118 1404 1322 1058 1084 nd Time 12 13 14 15 16 17 18 19 20 21 22 23 15 276 313 276 247 243 300 245 261 189 147 146 128 30 277 306 261 264 259 316 274 255 139 146 110 112 45 313 282 251 237 230 279 273 203 189 173 140 93 Al0 i 254 284 269 237 313 306 318 180 144 142 96 101 .7111rota1 1120 1185 1057 985 1045 1201 1110 899 661 608 492 434 4 Hour Total : 18484 J4 peak hour begins : 08:30 AM peak volume : 1425 Peak hour factor : 0.97 'M peak hour begins : 16:45 PM peak volume : 1208 Peak hour factor : 0.96 ****************************************************************************** Jar 9 Northbound Volume for Lane 2 nd Time 00 01 02 03 04 05 06 07 08 09 15 105 61 40 36 35 42 98 207 252 319 276 306 30 .122 61 39 38 27 55 143 204 289 277 261 310 45 92 41 34 44 42 72 180 290 300 312 265 332 00 82 44 42 38 41 91 222 296 292 285 294 332 ir Total 401 207 155 156 145 260 643 997 1133 1193 1096 1280 10 11 lnd Time 12 13 14 15 16 17 18 19 20 21 22 23 15 349 290 308 319 383 363 373 325 244 153 233 173 30 305 331 294 312 391 388 405 331 241 189 240 142 45 297 287 315 395 388 407 391 275 243 207 228 118 00 374 346 280 359 355 404 345 266 237 209 179 117 1r Total 1325 1254 1197 1385 1517 1562 1514 1197 965 758 880 550 !4 Hour Total : 21770 pak hour begins : 11:15 AM peak volume : 1323 Peak hour factor : 0_95 ak hour begins : 17:30 PM peak volume : 1589 Peak hour factor : 0.98 *************************************************************************** • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* ata File : D0309028.PRN tation : 000000030708 dentification : 000058410067 Interval ; 15 minutes tart date : Mar 9, 04 Start time : 00:00 top date : Mar 9, 04 Stop time : 24:00 ity/Town : Miami, FL County : Dade ocation : Biscayne Boulevard Btwn NE 13 & 14 Sts ****************************************************************************** :ar 9 Total Volume for All Lanes lid Time 00 01 02 03 15 30 45 00 ------- Li- Total 184 102 72 78 196 100 80 69 157 80 69 75 147 98 74 69 684 380 295 04 68 54 73 81 05 06 07 08 91 200 434 613 94 261 444 617 145 361 586 668 173 417 651 639 291 276 503 1239 2115 2537 09 10 674 574 632 530 624 504 585 546 2515 2154 11 580 589 600 595 2364 :rid Time 12 13 15 625 603 30 582 637 45 610 569 0 628 630 2445 2439 14 15 16 17 18 584 566 626 663 618 555 576 650 704 679 566 632 618 686 664 549 596 668 710 663 2254 2370 2562 2763 2624 19 586 586 478 446 2096 20 433 380 432 381 1626 21 300 335 380 351 1366 22 379 350 368 275 1372 23 301 254 211 218 984 4 Hour Total : 40254 34 peak hour begins : 08:30 AM peak volume : 2613 Peak hour factor : 0.97 'M peak hour begins : 17:00 PM peak volume : 2763 Peak hour factor : 0.97 ****************************************************************************** • • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* ata File : D0316005.PRN Cation : 000000031402 dentification : 009601150098 Interval : 15 minutes tart date : Mar 16, 04 Start time : 00:00 top date : Mar 16, 04 Stop time : 24:00 ity/Town : Miami, FL County : Dade ocation : Biscayne Boulevard Btwn NE 18 St & 17 Tr ****************************************************************************** ar 16 Northbound Volume for Lane 1 nd Time 00 01 02 03 04 05 06 07 08 09 10 11 15 95 53 30 23 16 22 52 117 166 199 245 252 30 72 54 26 18 28 31 61 123 180 210 195 269 45 93 37 26 23 21 31 118 148 196 199 229 230 00 60 33 24 17 17 52 120 170 230 199 246 267 ------- ____ ____ ---- ---- ---- ---- r Total 320 177 106 81 82 136 351 558 772 807 915 1018 'nd Time 12 13 14 15 16 17 18 19 20 21 22 23 15 272 251 309 282 331 355 259 245 201 154 189 130 30 271 294 299 309 324 350 308 255 197 161 188 111 45 270 248 264 296 314 331 262 231 148 154 178 137 0 287 247 266 281 307 332 258 202 141 156 146 88 Total 1100 1040 1138 1168 1276 1368 1087 933 687 625 701 466 A Hour Total : 16912 dvl peak hour begins : 11:30 AM peak volume : 1040 Peak hour factor : 0.96 'M peak hour begins : 17:00 PM peak volume : 1368 Peak hour factor : 0.96 ****************************************************************************** Iar 16 Southbound Volume for Lane 2 ;nd Time 00 01 02 03 04 05 06 07 08 09 10 11 15 77 40 24 18 23 44 110 267 441 378 288 259 30 63 48 26 24 30 41 172 327 404 370 303 283 45 56 36 23 24 23 54 215 343 391 336 275 284 00 37 36 26 22 31 109 270 419 425 282 279 325 Ir Total 233 160 99 88 107 248 767 1356 1661 1366 1145 1151 :1-1(i Time 12 13 14 15 16 17 18 19 20 21 22 23 15 270 300 236 268 303 341 340 275 177 134 137 111 30 286 298 264 300 248 267 256 232 170 129 129 82 45 311 300 291 307 272 348 269 209 140 132 129 100 00 286 263 295 273 252 352 263 190 152 143 112 86 Ir Total 1153 1161 1086 1148 1075 1308 1128 906 639 538 507 379 I4 Hour Total : 19409 Weak hour begins : 08:00 AM peak volume : 1661 Peak hour factor : 0.94 eak hour begins : 17:00 PM peak volume : 1308 Peak hour factor : 0.93 .*************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* ata File : D0316005.PRN tation : 000000031402 dentification ; 009601150098 Interval : 15 minutes tart date : Mar 16, 04 Start time : 00:00 top date : Mar 16, 04 Stop time : 24:00 ity/Town : Miami, FL County : Dade ()cation : Biscayne Boulevard Btwn NE 18 St & 17 Tr ****************************************************************************** ar 16 Total Volume for All Lanes nd Time 00 01 02 03 04 05 06 07 08 09 10 11 15 172 93 54 41 39 66 162 384 607 577 .533 511 30 135 102 52 42 58 72 233 450 584 580 498 552 45 149 73 49 47 44 85 333 491 587 535 504 514 00 97 69 50 39 48 161 390 589 655 481 525 592 r Total 553 337 205 169 189 384 1118 1914 2433 2173 2060 2169 nd Time 12 13 14 15 16 17 18 19 20 21 22 23 15 542 551 545 550 634 696 599 520 378 288 326 241 30 557 592 563 609 572 617 564 487 367 290 317 193 45 581 548 555 603 586 679 531 440 288 286 307 237 Ale 573 510 561 554 559 684 521 392 293 299 258 174 111Fota1 2253 2201 2224 2316 2351 2676 2215 1839 1326 1163 1208 845 '4 Hour Total : 36321 LM peak hour begins : 08:00 AM peak volume : 2433 Peak hour factor : 0.93 )14 peak hour begins : 17:00 PM peak volume : 2676 Peak hour factor : 0.96 .****************************************************************************** • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with ,24 Hour Totals Page 1 k****************************************************************************** .t,a, File : 1J0713006.PRN :ation : 000000071202 3entification : 000058410082 Interval : 15 minutes tart date : Jul 13, 04 Start time : 00:00 top date : Jul 13, 04 Stop time : 24:00 fty/Town : Miami, FL County : Dade ocation : Biscayne Blvd South of NE 24th Street ****************************************************************************** ul 13 Northbound Volume for Lane 1 nd Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- -- ---- ---- ---- ---- 15 110 52 35 30 15 30 59 109 175. 212 208 •222 30 103 64 25 20 19 22 61 131 177 207 237 265 45 73 48 30 22 22 45 57 139 196 196 205 289 00 80 39 24 24 22 43 96 153 205 218 204 301 ___ ---- ---- ---- ---- ---- ---- ---- ---- r- Total 366 203 114 96 78 140 273 532 753 833 854 1077 'nd Time 12 13 14 15 16 17 18 19 20 21 22 23 ------- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 285 280 294 312 398 375 367 236 190 192 182 141 30 315 288 245 298 339 407 366 235 212 162 159 136 45 301 289 273 345 382 363 297 228 189 188 135 129 410° 336 276 301 303 374 349 318 209 178 184 139 101 ---- ---- ---- ---- ---- --- ---- L* Total 1237 1133 1113 1258 1493 1494 1348 908 769 726 615 507 !4 Hour Total : 17920 iM peak hour begins : 11:30 AM peak volume : 1190 Peak hour factor : 0.94 14 peak hour begins : 16:30 PM peak volume : 1538 Peak hour factor : 0.94 r****************************************************************************** rul 13 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 84 48 32 10 26 34 .104 238 369 376 286 276 30 44 42 30 19 28 46 129 298 355 333 248 279 45 56 35 21 14 26 70 180 328 358 328 252 267 00 55 29 34 25 35 _92 223 388 402 295 252 271 dr Total 239 154 117 68 115 242 636 1252 1484 1332 1038 1093 End Time 12 13 14 15 16 17 18 19 20 21 22. 23 15 251 281 285 238 244 287 235 216 177 135 152 107 30 267 223 296 234 241 297 223 180 153 136 126 117 45 292 280 260 240 276 302 253 190 161 138 119 94 00 311 275 276 246 254 259 232 159 168 130 125 77 ir Total 1121 1059 1117 958 1015 1145 943 745 659 539 522 395 ?.4 Hour Total : 17988 Weak hour begins : 08:15 AM peak volume : 1491 Peak hour factor : 0.93 eak hour begins : 12:15 PM peak volume : 1151 Peak hour factor : 0.93 c*************************************************************************** • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* ata File : D0713006.PRN tation : 000000071202 dentification . 000058410082 Interval : 15 minutes tart date : Jul 13, 04 Start time .: 00:00 top date : Jul 13, 04 Stop time : 24:00 ity/Town : Miami, FL County : Dade ()cation : Biscayne Blvd South of NE 24th Street ****************************************************************************** ul 13 Total Volume for All Lanes nd Time 00 01 02 03 04 OS 06 07 08 09 10 11 15 194 100 67 40 41 64 163 347 544 588 494 498 30 147 106 55. 39 47 68 190 429 532 540 485 544 45 129 83 51 36 48 115 237 467 554 524 457 556 00 135 68 58 49 57 135 319 541. 607 513 456 572 Er Total 605 357 231 164 193 382 909 1784 2237 2165 1892 2170 ii.d Time 12 13 14 15 16 17 18 .19 20 21 22 23 15 536 561 579 550 642 662 602 452 367 327 334 248 30 582 511 541 532 580 704 589 415 365 298 285 253 41i5 593 569 533 585 658 665 550 418 350 326 254 223 0 647 551 577 549 628 608 550 368 346 314 264 178 Total 2358 2192 2230 2216 2508 2639 2291 1653 1428 1265 1137 902 !4 Hour Total : 35908 Ul peak hour begins : 08:30 AM peak volume : 2289 Peak hour factor : 0.94 qv' peak hour begins : 16:45 PM peak volume : 2659 Peak hour factor : 0.94 r****************************************************************************** • • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report. with 24 Hour Totals Page 1 ******************************************* ita File : D0713005.PRN ,ation : 000000071201 lentification : 000110252090 Interval : 15 minutes ;art date ; Jul 13, 04 Start time : 00:00 :op. date : Jul 13, 04 Stop time : 24:00 Lty/Town : Miami, FL County : Dade )catien : Biscayne Blvd South of NE 32nd Street k***************************************************************************** 11 13 Northbound Volume for Lane 1 ad Time 00 01 02 03 04 05 06 07 08 ------- ---- ---- ---- ---- -- ---- ---- 15 130 55 47 29 16 29 71 122 189 220 30 106 65 24 21 22 30 76 138 187 207 45 76 52 32 26 28 46 85 157 192 193 00 90 38 27 27 26 55 99 176 218 225 -- ---- ---- r Total 402 210 130 103 92 160 331 593 786 845 871 1142 09 10 11 208 239 236 264 230 318 197 321 nd Time 12 13 14 15 16 17 ---_--- -_-- ---- ---- ---- ---- 15 320 326 304 345 392 330 454 30 323 300 267 328 395 397 375 45 308 344 296 368 421 407 304 354 318 312 355 430 434 320 fotal 1305 1288 1179 1396 1638 1568 1453 18 19 20 271 197 250 206 229 188 222 183 972 774 815 638 515 21 22 23 223 186 207 199 174 143 168 149 139 114 157 109 4 Hour Total : 19206 14 peak hour begins : 11:30 AM peak volume : 1282 Peak hour factor : 0.99 'M peak hour begins : 17:15 PM peak volume : 1692 Peak hour factor : 0.93 ****************************************************************************** Ful 13 Southbound Volume for Lane 2 nd Time 00 01 02 03 04 05 06 07 08 09 10 11 15 85 58 38 14 27 38 113 296 386 462 324 311 30 63 47 39 22 26 56 144 236 427 337 307 292 45 77 44 28 17 32 62 208 389 416 384 288 323 00 54 24 29 26 37 101 305 449 457 330 301 298 Jr Total 279 173 134 79 122 257 770 1420 1686 1513 1220 1224 i-And Time 12 13 14 15 16 17 18 19 20 21 22 23 15 308 308 331 279 309 378 386 240 178 158 174 132 30 288 295 299 259 364 408 265 201 201 141 163 126 45 333 326 304 295 396 448 241 216 164 188 130 96 00 388 331 317 333 419 384 256 172 201 153 145 89 ir Total 1317 1260 1251 1166 1488 1618 1148 829 744 640 612 443 ?4 Hour Total : 21393 alseak hour begins : 08:15 AM peak volume 7 1762 Peak hour factor : 0.95 eak hour begins : 16:45 PM peak volume 1653 Peak hour factor : 0.92 1110,*************************************************************************** 410 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 k****************************************************************************** Ita File : D0713005.PRN :ation : 000000071201 lentification : 000110252090 Interva/ : 15 minutes :art date : Jul 13, 04 Start time : 00:00 :op date : Jul 13, 04 Stop time : 2400 Lty/Town : Miami, FL County : Dade )cation : Biscayne Blvd South of NE 32nd Street k***************************************************************************** 11 13 Total Volume for All Lanes id Time 00 01 02 03 04 05 06 07 08 09 10 11 15 215 113 85 43 43 67 184 418 575 682 532 550 30 169 112 63 43 48 86 220 '424 614 544 543 .556 45 153 96 60 43 60 108 293 546 608 577 518 641 00 144 62 56 53 63 156 404 625 675 555 498 619 c Total 681 383 264 182 214 417 1101 2013 2472 2358 2091 2366 ad Time 12 13 14 15 16 17 18 19 20 21 22 23 15 628 634 635 624 701 708 840 511 375 381 348 275 30 611 595 566 587 759 805 640 451 407 327 331 275 45 641 670 600 663 817 855 545 445 352 395 269 210 742 649 629 688 849 818 576 394 384 352 302 198 410--- _ .._otal 2622 2548 2430 2562 3126 3186 2601 1801 1518 1455 1250 958 1 Hour Total : 40599 4 peak hour begins : 08:15 AM peak volume : 2579 Peak hour factor : 0.95 4 peak hour begins : 17:15 PM peak volume : 3318 Peak hour factor : 0.97 k***************************************************************************** MECHANICAL. COUNTS JEST NAME: Traffic Data ctlon LOCATION: NW 36 ST BTWN NE 2 AVE & N MIAMI AVE "'Proceed : COUNT DATE: [ME )0 AM AM )0 AM 00 AM 30 AM lst Y4 20 13_,........._....10 14 8 5 18 EASTBOUND 2nd Y4 12 7 4 9 35 120 165 159 3rd'/a 13 10 4th 1/4 WESTBOUND BOTHWAY TOTAL TIME lst 1/4 2nd'/ 3rd' 4th Its TOTAL TOTAL 18 5 63 38 12:00 AM of:oo AM 18 10 19 15 20 72 135 11 13 9 43 81 54 47 61 1 3 12 31 5 27 20 02:00 AM 9 8 5 5 27 5 11 54 03:00 AM 12 3 5 7 27 37 04:00 AM 3 6 5 10 24 0o Am -I 138 05:00 AM 13 14 16 19 62 200 00 AM 88 142 171 ......152 165 120 149 206 ._. _ 480 06:00 AM 32 40 62 59 93 673 0O AM 00 AM 621 722 07:00 AM 70 81 101 101 353 974 186 08:00 AM 11.8 112 105 112 447 1,169 958 oo AM 141 133 140 103 134 127 542 09:00 AM 114 92 80 130 416 0O AM 103 100 439 10:00 AM 86 108 83 99 376 oo AM 102 127 111 127 467 11:00 AM 83 104 112 95 394 861 oopm 118 136 117 120 491 12:00 PM 117 103 98 120 438 929 4o PM 123 109 114 136 107 125 109 453 01:00 PM 114 95 119 104 432 885 oo PM 124 494 02:00 PM 99 91 107 121 418 912 00 PM lik m 118 123 128 136 126 122 134 126 514 03:00 PM 114 105 171 139 529 1,043 128 104 138 515 04:00 PM 123 143 143 112 521 1,036 134 488 0s:oo PM 122 83 97 96 398 886 0o PM DO PM 0o PM oo pM 95 88 110 103 81 389 06:00 PM 77 '75 90 91 333 722 75 66 58 69 49 298 249 07:00 PM 08:oo PM 61 71 52 49 47 63 223 521 472 349 67 34 75 51 58 45 223 48 51 184 09:00 PM 41 34 47 43 165 0o PM 0o PMI 58 1_ 42 41 34 33 167 10:00 PM 45 36 34 25 140 307 42 35 27 145 11:00 PM 38 25 29 20 112 257 24 Hour Total 7,981 24 Hour Total 6,366 14,347 IL? TRAFFIC COUNT SUMMARY 'TBOUND WESTBOUND A.M. Peak Hour, Time: 08:00 AM Volume: 722 A.M. Peak Hour, Time: 08:00 AM Volume: 447 A.M. "K" Factor: 9.0% P.H.F.: 0.88 A.M. "K" Factor: 7.0% P.H.F.: 0.95 A.M. "D„ Factor: 61.8% A.M. "D" Factor: 38.2% P.M. Peak Hour, Time: 04:15 PM Volume: 520 P.M. Peak Hour, Time: 03:30 PM Volume: 576 P.M. "K" Factor: 6.5% P.H.F.: 0.94 P.M. "K" Factor: 9.0% P.N.F.: 0.84 P.M. "D" Factor: 50.0% P.M. "D" Factor: . 53.1% TH WAY: EASTBOUND and WESTBOUND A.M. Peak Hour, Time: 08:00 AM Volume: 1,169 A.M. "K" Factor: 8.1% P_H.F.: 0.92 A.M. Hour "D" Factor: 61.8% P.M. Peak Hour, Time: 03:30 PM Volume: 1,085 P.M. "K" Factor: 7.6% P.I-LF.: 0.89 P.M. Hour °'D" Factor: 5. MECHANICAL COUNTS OJECT NAME: Traffic Data Coliection 1lME :90 AM :00 AM :00 AM :00 AM :00 AM roccod EASTBOUND LOCATION: NW 36 ST HTWN 1-95 & N MIAMI AVE COUNT DATE: 1st %I 2nd 14 3rd'/-r 4th'la TOTAL 25 _._.... 19_, ..-....__ 14 _ 18 (76 :00AM 19 :00 AM 48 ':OO AM 111 :Oa AM-179 1:OO AM 125 110 i:Oa AM 116 :00 AM 119 PM 123 :oa PM 103 n00 PM 101 1:00PMI 136 i:00 PM ':00 PM 3:00 PM 3:00 PM ):00 PM 1:00 PM 102 120 114 109 108 152 144 139 126 141 111 97 95 75 67 74 55 551- 36 38 24 6 3 26 7 28 7 9 38 31 101 6 12 10 22 29 83 116 134 144 133 1 113 104 122 118 120 114 108 136 119 366 152 541 34 179 625 122 126 118 141 135 127 130 97 92 105 128 119 140 127 74 83 65 58 56 35 51 35 25 24 Hour Total 470 468 457 477 430 474 504 571 519 456 372 299 243 177 122 7,886 uLY TRAFFIC COUNT SUMMARY ISTBOUND TIME 12:00 AM WESTBOUND 1st'!a 2nd' 20 7 1:00 AM 12 02:00 AM 7 11 5 3rd '!n 4th '!ai TOTAI 13 12L 52 03:00 AM 04:00 AM 05:00 AM 06:00 07:00 A 08:00 A 09:00 A 10:00 A 7 8 11 46 85 18 97 85 2 3 30 51 112 120 80 88 9 8 40 4 4 20 6 7 13 9 [BOTHWAY TOTAL 128 86 46 22 50 33 71 26 18 85 186 78 70 245 97 117 94 80 84 115 114 75 378 470 385 328 611 919 1,095 855 796 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 93 118 117 99 113 119 122 06:00 PM 105 07:00 PM 08:00 PM 09:00 PM 82 68 44 100 10:00 PM 11:00 PM WESTBOUND A.M. Peak Flour, Time: 08:OO AM Volume: 625 A.M. Peak Hour, Time: 08:00 AM Volume: 470 AM. "K" Factor: 7.9% P.H.F.: 0.87 A.M. IC' Factor: 7.4% P.H.F.: 0.98 A.M. "D" Factor: 57.1% A.M. "D" Factor: 42.9% P.M_ Peak Hour, Time: 04:00 PM Volume: 571 P.M. Peak flour, Time: 03:30 PM Volume: _...._.__ 511 P.M. "K" Factor: 7.2% P.H.F.: 0.94 P.M. "K" Factor: 8.1% P.H.F.: 0.90 P.M. "D" Factor: 54.1% P.M. "D" Factor: 47.9% 35 40 82 99 94 112 125 113 82 82 61 45 46 21 98 103 92 116 125 121 122 81 70 47 46 82 373 103 406 88 396 90 399 142 119 112 73 58 36 38 492 484 469 341 292 212 73 830 883 826 873 996 1.055 988 797 664 511 416 22 28 22 22 25 111 24 Hour Total 6,331 )TH W AY: EASTBOUND and WESTBOUND A.M. Peak Hour, Time: 08:00 AM Volume: 1,095 A.M. "IC" Factor: 7.7% P.H.F.: 0.92 A.M. Hour "D" Factor: 57.1% P.M. Peak Hour, Time: 03:30 PM Volume: 1,067 P.M. "K" Factor: 7.5% P.H.F.: 0.98 P.M. Flour 'D'Factor: 52.1% 302 233 14,217 • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 *** ***************************************************************** ata Pile : D0907002.PRN tation : 000000090601 dentification : 000110252043 Interval : 15 minutes tart date : Sep 7, 05 Start time : 0000 top date : Sep 7, 05 Stop time ; 24:00 !ity/Town : Miami, Florida County : Dade ,ocation : NE 20 Street East of N. Miami. Court ****************************************************************************** :ep 7 Westbound Volume for Lane 1 :nd Time ------- 15 30 45 00 00 01 02 7 2 0 5 7 3 7 3 1 4 4 1 [r Total 23 16 5 03 04 05 06 07 08 09 10 11 2 2 3 la 4 4 4 21 4 0 11 29 0 3 12 26 10 9 30 43 82 59 67 54 41 56 49 59 50 53 60 43 52 61 68 62 49 56 73 -- ---- ---- ---- 89 205 260 200 234 238 Ind Time 15 30 45 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- -- 64 61 52 71 59 69 47 37 24 16 18 5 45 57 48 68 76 61 51 30 23 20 24 14 52 55 48 88 85 66 30 36 20 16 16 14 68 61 59 64 64 60 27 29 19 14 16 11 otal 229 234 207 291 284 256 155 132 86 66 74 44 !4 Hour Total : 3377 04 peak hour begins : 07:45 AM peak volume : 266 Peak hour factor : 0.81 )/1 peak hour begins : 16:15 PM peak volume : 294 Peak hour factor : 0,86 r****************************************************************************** Sep 7 Eastbound Volume for Lane 2 !Ind Time 00 01 15 30 45 00 5 5 6 8 7 3 6 5 ir Total 24 21 02 6 4 3 7 20 03 1 3 4 2 10 04 1 2 3 5 05 06 07 08 .09 10 11 5 22 55 61 67 83 65 3 27 54 60 52 58 67 8 51 70 71 66 66 69 17 43 72 64 59 63 56 ___ ---- 11 33 143 251 256 244 270 257 !Ind Time 12 13 14 15 16 17 18 19 20 21 22 23 72 66 88 59 41 33 25 17 10 73 72 61 50 40 31 27 13 10 58 74 74 56 41 34 20 17 7 80 74 59 48 37 27 20 15 7 fr Total 263 256 250 283 286 282 213 159 125 92 62 34 ---- 15 69 52 66 30 72 65 62 45 56 75 51 00 66 64 71 !4 Hour Total : 3845 d4 peak hour begins : 10:00 AM peak volume : 270 Peak hour factor : 0.81 (peak hour begins : 16:15 PM peak volume : 308 Peak hour factor : 0.88 *************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* ata File : D0907002.PRN tation : 000000090601 ientification : 000110252043 Interval : 15 minutes tart date : Sep 7, 05 Start time : 00:00 top date : Sep 7, 05 Stop time : 24:00 ity/Town : Miami, Florida County : Dade °cation : NE 20 Street East of N. Miami Court ************************************************************ ***************** ep 7 Total Volume for All Lanes nd Time 00 01 02 03 15 .12 7 30 11 15 45 14. 6 00 10 9 r Total 47 37 6 3 7 7 4 8 8 2 25 04 3 6 3 8 20 20 63 8 7 19 29 05 06 35 48 80 69 07 08 09 10 11 98 143 126 150 119 95 116 101 117 117 123 131 109 118 130 140 126 108 119 129 232 456 516 444 504 495 nd Time 12 13 14 15 133 113 118 30 117 122 110 5 108 130 99 134 125 130 * Total 492 490 457 574 570 538 368 291 211 158 136 78 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- 143 125 157 106 78 57 41 35 15 141 148 122 101 70 54 47 37 24 146 159 140 86 77 54 36 33 21 144 138 119 75 66 46 34 31 18 ---- ---- ---- ---- ---- ---- ---- 4 Hour Total : 7222 M peak hour begins : 07:45 AM peak volume : 530 Peak hour factor : 0.93 M peak hour begins : 16:15 PM peak volume : 602 Peak hour factor : 0.95 ****************************************************************************** • Traffic Survey Specialists, Inc 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* ata File : D0913001.PRN tation : 000000091218 dentification ; 000110252041 tart date : Sep 13, 05 top date : Sep 13, 05 !ityjTown : Miami, Florida .ocation : NW 20 Street East of NW 3 Avenue .****************************************************************************** ;ep 13 Eastbound Volume for Lane 1 i'aid Time 00 01 02 03 -------- ...___ - 15 15 9 30 12 13 45 9 7 00 10 11 -------- _-_- ir Total 4 6 5 4 46 40 19 9 3 8 6 26 Interval : 15 minutes Start time : 00:00 Stop time : 24:00 County Dade 04 05 06 07 08 9 7 1 9 26 6 10 12 21 49 38 40 71 90 79 100 113 133 239 425 131 121 117 102 471 09 95 104 92 97 388 10 11 86 87 76 93 93 92 89 95 344 367 End Time -------- 15 96 30 103 45 88 00 116 Ilk ____ ____ 12 13 108 96 104 96 14 84 80 98 103 15 16 17 18 117 102 128 102 116 106 134 148 131 104 118 116 otal 403 404 365 457 484 481 94 90 83 72 19 20 21 22 23 69 64 60 60 71 54 44 46 32 44 23 36 36 28 34 21 16 29 31 25 339 253 215 131 132 92 24 Hour Total : 6196 AM peak hour begins : 07:45 AM peak volume : 502 Peak hour factor : 0.94 PM peak hour begins : 16:15 PM peak volume : 510 Peak hour factor : 0.86 ******************************************************************************* Sep 13 Westbound Volume for Lane 2 End Time 00 01 02 03 ____ ---- 15 11 11 6 5 7 30 18 12 5 1 11 45 18 14 8 6 10 00 12 6 9 11 7 04 Hr Total 59 43 28 23 35 05 06 07 08 09 10 11 6 7 27 22 44 64 89 82 92 88 110 131 120 114 92 98 112 88 91 138 124 93 100 101 123 98 97 116 62 279 421 479 393 380 453 End Time 12 13 14 15 16 17 15 111 114 126 98 111 148 109 80 68 49 36 32 30 115 97 107 132 139 134 87 71 52 42 29 25 45 102 94 118 156 143 144 74 72 48 35 36 31 00 107 83 113 161 150 118 78 62 44 44 17 18 Hr Total 435 388 464 547 543 544 348 285 212 170 118 106 18 19 20 21 22 23 24 Hour Total : 6815 AM peak hour begins : 07:45 AM peak volume : 487 Peak hour factor : 0.93 *peak hour begins : 16:15 PM peak volume : 580 Peak hour factor : 0.97 **************************************************************************** 410 Traffic Survey Specialists, Inc. 624 Gardenia Tesiaoe Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* ata File ; D0913001.PRN tation : 000000091218 dentificat on : 000110252041 Interva/ : 15 minutes tart date : Sep 13, 05 Start time ; 00:00 top date : Sep 13, 05 Stop time : 24:00 ity/Town : Miami, Florida County : Dade ocation : NW 20 Street East of NW 3 Avenue ****************************************************************************** ep 13 •Total Volume for All Lanes Tid Time 00 01 15 26 20 30 30 25 45 27 21 00 22 17 02 10 11 13 13 03 14 4 14 17 Ir Total 105 83 47 49 04 05 06 07 08 09 16 12 82 171 18 17 104 188 11 39 160 223 16 43 172 264 251 209 233 192 241 185 225 195 61 111 518 846 950 781 10 11 178 185 167 231 193 193 186 211 724 820 ilnd Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 207 222 210 215 213 276 203 149 139 81 80 55 30 218 193 187 234 255 240 177 135 106 78 65 53 45 190 198 216 290 291 275 157 132 92 69 57 47 111100 223 179 216 265 268 234 150 122 90 73 43 43 ---- ---- ---- ---- Total 838 792 829 1004 1027 1025 687 538 427 301 250 198 24 Hour Total : 13011 MA peak hour begins : 07:45 AM peak volume : 989 Peak hour factor : 0.94 PM peak hour begins : 16:15 PM peak volume : 1090 Peak hour factor : 0.94 k****************************************************************************** • Adjusted Traffic Counts • • OAVlp PLUMMER & ASSOCIATES, NC. Project Name: Location: Observer: TIME INTERVAL 04:00 PM 04:15 PM TURNING MOVEMENT COUNTS LIMA NE 29 Street and Biscayne Boulevard Traffic Survey Specialists, Inc. Project Number: Count Date: Day of Week: 05203 9/6/2005 Tuesday Biscayne Boulevard/US 1 NORTHBOUND 13 f SOUTHBOUND EASTBOUND NE 29 Street WESTBOUND 'GRAND 283 R 8 TOTAL 304 L T 4 215 R 12 TOTAL 231 L 17 9 R 8 TOTAL 34 11 T 16 R 2 TOTAL TOTAL 29 598 04:15 PM 04:30 PM 04:45 PM 05,00 PM, 05:15 PM 05:30 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 11 4 2 10 11 254 49 259 303 283 244 6 4 15 7 5 4 271 57 279 312 298 259 9 219 6 202 6 185 251 9 266 11 232 9 15 14 16 5 12 237 223 205 273 280 255 10 7 12 22 19 14 9 2 7 6 6 13 4 4 2 14 6 11 2 13 21 42 3 38 9 14 17 9 18 5 11 3 4 12 6 5 4 2 4 5 8 19 550 29 i ....322 22 527 17 644 35 644 32 584 05:45 PM 05:00 PM 26 27 243 253 15 31 16 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS 12 31 586 Biscayne Boulevard/US 1 NE 29 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R— TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 35 1045 28 1,108 31 979 47 1,057 63 32 31 ; 126 60 37 18 116 2,406 PEAK HOUR FACTOR 0.82 � 0.87 0.69 } 0.76 0.95 Note: 2004 FDOT Seasonal Weekly Volume Factor = 1.08 NE 29 St, .Biscayne Blvd,xls DAVID PLUMM .R & ASSOCIATES, INC. Project Name: Location: Observer: TIME INTERVAL 04:00 PM 04:15 PM 04:30 PM. 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 06:00 PM L 4 3 2 0 4 TURNING MOVEMENT COUNTS LIMA NE 30 Street and Biscayne Boulevard Traffic Survey Specialists, Inc. Biscayne Boulevard/US 1 NORTHBOUND T 261 289 281 306 317 299 328 301 4 3 7 8 6 5 7 TOTAL $OUTFt'BOU N D T p 268 11 229 13 297 7 222 13 285 208 7 11 I 316 13 284 10 326 14 I 307 16 333 13 1 312 12 1 237 8 251 5 257 10 TOTAL 253 242 226 258 308 250 12 278 269 279 L 7 3 1 4 3 6 1 EASTBOUND T R 0 3 0 3 0 2 2 2 2 8 2 2 0 7 2 3 naix Project Number: Count Date: Day of Week: NE 30 Street TOTAL 10 6 3 13 10 8 6 6 2 2 2 2 5 2 9 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Biscayne Boulevard/US 1 05203 9/22J2005 Thursday WESTBOUND Fl 10 11 9 13 14 T 1 0 0 0 1 0 0 0 NE 30 Stree 12 10 6TA 17 13 11 15 17 21 14 19 GRAND TOTAL 548 558 525 597 664 6.16. 624 616 TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L' T R TOTAL L.._.. 7 R TOTAL_ 04:00 PM 06:00 PM 8 1239 24 1,271 50 1008 41 1,099 14 4 16 33 16 1 49 66 2,469 PEAK HOUR FACTOR l 0.92 d 0.86 0.62 1 0.76 0.95 Note: 2004 FOOT Seasonal Weekly Volume Factor d 1.04 NE 30 St_Biseayne Blvd.xls • DAV 0 PLUMMER & ASSOCIATES, fNG. Project Name: LIMA Location: Observer: TIME INTERVAL 04:00 PM 04:15 PM 04:30 PM 04:15 PM 04:30 PM 04:45 PM 04.45 PM 05:00 PM 05,00 PM 05:15 PM 05:30 PM 05:15 PM 05:30 PM 05:45 PM 05:45 PM 06:00 PM 0 0 0 0 0 0 0 TURNING MOVEMENT COUNTS NE 29 Street and NE 4 Avenue Traffic Survey Specialists, Inc. NORTHBOUND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NE 4 Avenue TOTAL 0 0 0 0 0 0 0 0 L 3 2 2 1 4 4 2 SOUTHBOUND 0 0 0 0 0 0 0 0 18 7 12 2 10 7 13 12 TOTAL 21 8 14 4 17 14 15 10 9 4 0 3 0 7 0 4 3 0 0 Project Number: Count Date: Day of Week; NE 29 Street TOTAL 9 13 12 13 13 8 4 24 14 0 0 0 0 0 0 0 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS T 5 5 4 4 3 5 6 6 05203 9/22/2005 Thursday R 2 0 0 0 1 TbtAL 7 5 4 5 4 6 6 7 NE 4 Avenue NE 29 S TOTAL 47 26 30 22 28 25 47. 35 TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND L T R TOTAL L T R TOTAL L T R TOTAL: L- T R° TOTAL TOTAL 04:00 PM' 06:00 PM 0 0 0 0 l 10 0 44 54 43 20 0 1 63 0 R 21 3 24 140 PEAK HOUR FACTOR NIA I 0.60 i 0.60 I 0.79 0.72 Note: 2004 FDOT Seasonal Weekly Volume Factor = 1.08 NE 29 SLNE 4 Ave,xls • • DAVIO PLUMMER 8 ASSOCIATES, INC. Project Name: Location: Observer: INTERVAL 04:00 PM 04:15 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM L 1 8 TURNING MOVEMENT COUNTS LIMA NE 30 Street and NE 4 Avenue Traffic Survey Specialists, Inc. NORTHBOUND 0 T 4 2 7 1 4 4 1 05:30 PM 3 4 1 05:45 PM NE 4 Avenue TOTAL 12 5 10 9 2 8 1 7 3 11 05:45 PM 06:00 PM 4 2 2 TIME INTERVAL 5AK HOUR FACTOR 3 1 4 4 2 7 SOUTHBOUND T 3 1 2 2 5 3 6 4 -R 9 7 5 4 6 2 TOTAL 15 9 4 9 14_ 11 14 13 2 3 0 3 EASTBOUND T 6 4 5 9 6 6 R 2 1 0 2 0 2 2 Project Number: Count Date: Day of Week: NE 30 Street TOTAL 9 6 9 8 10 12 10 m - WE 2 2 5 7 0 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS NE 4 Avenue NORTHBOUND SOUTHBOUND TOTAL. 11131111161111111 TOTAL 0.68 0.74 Note: 2004 FOOT Seasonal Weekly Volume Factor = 1.08 NE 30 Street 8 5 7 13 8 10 05203 9/22/2005 Thursday TBON W...: 6FIANDT TOTAL" TOTAL 53 .............. 7 27 2 14 _ ... 37 3 19 45 2 23 49 1 15 46 7 16...... 50 ................. 8 18 49 EASTBOUND ; WESTBOUND .GRAND TOTAL NE 30 SLNE 4 Ave.xis • so DAYI€l PLLMMER x A53OCIA TES. WC. 24-HOUR COUNTS Project Name: Lima Location: Biscayne Blvd between NE 13 Street and 14 Street Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/43rd 1/4 4th 1/41TOTAL'. 12:np AM 106 123 93 83 405 o1:ooAM fit 62 41 44 209 02:00 AM 40 39 34 42 155 03:00 AM 36 38 44 38 156 04:00 Ata 35 27 42 41 145 05.00 AM 42 56 73 92 263 06:00 AM 99 144 182 224 649 07:00AM 209 206 293 299 1,007 08:00AM 255 292 303 295 1,145 09:00AM 322 280 315 288 1,205 10:00 AM 279 264 268 297 - 1,108 11:00 AM 309 313 335 335 1,292 12:00 PM 352 308 300 378 1,338 01:00 PM 293 334 290 349 1,266 02:00 PM: 311 297 318 283 1,209 03:00 PM 322 315 399 363 1,399 04:00 PM 387 395 392 359 1,533 05:00 PM 367 392 411 408 - 1,578 I 06.00 PM 377 409 395 348 1,529 07.00 PM 328 334 278 269 1,209 moo PM 246 243 245 239 973 09:00 PM 155 191 209 211 766 '. 10100 PM 235 242 230 181 888 11:00 PM 175 143 119 118 555 124-HOUR TOTAL 21,982 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: 05203 Count Date: 319/2004 BEGIN TIME SOUT HBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4-TOTAL 12:00 AM 80 - 75 66 66 287 01:W AM 41 39 39 55 174 02:00 AM 32 41 35 32 140 03:00 AM 42 31 31 31 135 04:00 AM 33 27 31 40 $ 131 05:00 AM a 49 39 74 83 245 00:0a AM 103 119 183 197 602 07:00 AM 229 242 299 359 1,129 08:00AM 365 331 372 350 1,418 00:00AM 359 359 315 303 1,336 10:00 AM 301 272 241 255 1,069 11:00 AM 277 282 271 266 1,096 12:00 PM ,, 279 280 316 257 1,132 01:00PM 316 309 285 287 1,197 02:00PM a 279 264 254 272 1,069 03:00 PM 249 267 239 . 239 994 04:00PM 245 262 232 316 1,055 05:00PM 303 319 282 309 1,213 06:00 PM 247 277 276 321 1,121 07100 PM 264 258 205 182 909 08:00 PM 191 140 191 145 667 09:00 PM ' 148 147 175 143 613 10:00 PM 147 111 141 97 496 11:00 PM 129 113 94 102 438 24-HOUR TOTAL 18,666 DAILY TRAFFIC COUNT SUMMARY Time: 11:15 AM Volume: 1,335 Time: 05:30 PM Volume: 1,605 AM Peak Hour. PM Peak Hour: AM Peak Hvur: PM Peak Hour: NORTHBOUND AND SDUTHBOUND WO -WA TOTAL 692 383 295 291 276 508 1,251 2,136 2,563 2,541 2,177 2,388 2,470 2,463 2,278 2,393 2,588 2,791 2,650 2,118 1,640 1,379 1,384 993 40,648 Time: 08:30 AM Volume: 1,440 Time: 04:45 PM Volume: 1,220 T me: 08:3O AM Volume: 2,640 K-factor: 6.5% PHF: 0.97 0-factor: 54.5% SB Time: 05:00 PM Volume: 2,791 K-factor: 6.9% PHF: 0.97 D-factor: 56.5% NB ° Existing 2004 traffic counts were adjusted by a 1 % growth factor to obtain 2005 existing counts nAVID PLU?4 E11 & ASS4Cd41ES 24-HOUR COUNTS Project Name; Lima Location: Biscayne Blvd Between NE 18 Street and 17 Terrace Observer: Traffic Survey Specialists, Inc. BEGIN NORTHBOUND TIME 1st 1/412nd 1/4 3rd 114 4th 1/4 TOTAL 12:00 AM 96 73 94 61 324 01:DOAM [ 54 55 37 33 179 02:00 AM 30 26 26 24 106 03:O0 AM 23 18 23 17 81 04:00 AM 16 28 21 17 82 05:00 AM 22 31 31 53 137 06:00 AM 53 62 119 121 355 07:00 AM 118 124 149 172 563 08:00 AM 168 162 198 232 780 09:09 AM 201 212 201 201 815 10:00 AM I 247 197 231 248 923 11:00 AM 255 272 232 270 ' 1,029 12:09PM 275 274 273 290 1,112 01:46 PM 254 297 250 249 1,050 '. 02:00PM 312 302 267 269 , 1,150 03:09PM 285 312 299 284 _ 1,180 04:00 PM 3 334 327 317 310 1,288 05:00 PM 359 354 334 335 1. 1,382 06:oe PM 262 311 265 261 _ 1,099 07:00 PM ' 247 258 233 204 942 08:00 PM 203 199 149 142 693 09:€ 0 PM :: 156 163 156 158 633 10:00 PM j 191 190 180 147 70B 11:00 PM 131 112 138 89 470 i4-HOUR TOTAL 1 17,081 AM Peak Hour. PM Peak Hour. NORTHBOUND Project No,; Count Date: BEGIN TIME SOUTHBOUND lst 1/4 2nd 1/4 3rd 1/4! 4th 1/4[TOTAL 12:00 AM 78 64 57 37 236 01:00 AM 40 48 36 36 160 02:00 AM 24 26 23 26 99 03:00 AM 18 24 24 22 88 04:90 AM 23 30 23 31 107 05:00 AM 44 41 55 110 2S0 06:00 AM 111 174 217 273 775 07:00AM 270 330 346 423 1,369 ea:00AM 445 408 395 429 1,677 09:00AM 382 374 339 285 1,380 10:00AM 291 306 278 282 1,157 11:00 AM 262 286 287 328 1,163 12:00PM 273 289 314 289 1,165 01:00PM 303 301 303 266 1,173 02:00 PM 238 267 294 298 1,097 03:00 PM 271 303 310 276 1,160 04:00 PM 306 250 275 255 1.086 06:DoPM 344 270 351 356 1,321 06:00PM 343 259 272 266 1,140 07:00 PM 278 234 211 192 915 08:00 PM 179 172 141 154 646 09:D0 PM 135 130 133 144 542 19:00 PM 138 130 130 113 511 11:00 PM 112 83 101 87 383 4-HOUR TOTAL,, 19,600 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 1.092 Time: 05:DO PM Volume: 1,382 AM Peak Hour: PM Peak Hour AM Peak Hour. PM Peak Hour. NORTHBOUND AND SOUTHBOUND 05203 3/16/2004 TWO-WAY TOTA 560 339 205, 169 189 387 1,130 1,932 2,457 2,195 2,080 2,192 2,277 2,223 2,247 2,340 2,374 2,703 2,239 1,857 1,339 1,175 1,219 853 36,681 Time: 08:00 AM Volume: 7,677 lime: 05:00 PM Vatums: 1,321 Time: 08:00 AM Volume: 2,457 K-factor: 6.7% PHF: 0.93 D-[actor: 68.3% SS Time: 05:00 PM Volume: 2,703 K-tacter: 7.4% PHF: 0.96 t3-factor: 51.1% NB ' Existing 2004 traffic counts were adiusied by a 1 % growth factor to obtain 2005 existing counts • • • DAV E, PUJM1 R $ A,stac1A1ES, RrC. 24-HOUR COUNTS Project Name: Lima Project No.: 05203 Location: Biscayne Boulevard between NE 29 Street and NE 20 Street Count Date: 7/13/2004 Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/414th 1/47 TOTAL 12:00 AM 111 104 74 81 370 01:00 AM 53 65 48 39 205 02:00 AM 35 25 30 24 114 03:00 AM 30 20 22 24 96 04:00 AM 15 19 22 22 78 05:00 AM 30 22 45 43 140 06:00 AM 60 J ( 62 58 97 277 07:00 AM 110 132 . 140 155 537 08:00 AM 177 179 198 207 761 09:00 AM 214 209 198 220 841 10:00 AM 210 239 .207 206 862 11:00 AM 224 268 292 304 1,088 12:00 PM 288 318 304 339 1,249 01:00 PM 283 291 292 279 1,145 02:O0 PM 297 247 276 304 1,124 03:00 PM 315 301 348 306 1,270 04:00 PM 402 342 386 378 1,508 05:00PM 379 411 367 352 1,509 06:00 PM 971 370 300 321 1,362 07:00 PM 238 237 230 211 916 08:00 PM 192 214 191 180 777 09:00 PM 194 164 190 186 ; 734 T0;00 PM 184 161 136 140 621 11-00 PM 142 137 130 102 511 24-HOUR TOTALI 18,095 AM Peak Harr: PM Peak Hour: NORTHBOUND BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 85 44 57 56 242 01:00 AM 48 42 35 29 154 '. 02:00 AM 32 30 21 34 117 03i0o AM 10 19 14 25 68 04:0o AM 26 28 26 35 115 05:00 AM 34 46 71 93 244 moo AM 105 130 182 225 642 07:00AM 240 301 331 392 1,264 08:ooAM 373 359 362 406 1,500 09:00AM 380 336 331 298 1,345 10:00 AM 289 250 255 255 1,049 11:0o AM 279 282 270 274 1,105 12:00PM ' 254 270 295 314 1,133 01:00 PM 284 225 283 278 1,070 02:00PM 288 299 263 279 1,129 03700 PM 240 236 242 248 966 04:00 PM 246 243 279 257 1,025 05:00 PM 290 300 305 262 1,157 06:00 PM 237 225 256 234 952 07:00 PM 218 182 192 161 753 08:00 PM 179 155 163 170 667 09:00 PM '. 136 137 139 131 1 543 1000 PM ; 154 127 120 126 527 11:00 PM 108 118 95 78 L 399 124-HOUR TOTAIW 118,166 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 1,214 Time: 04:30 PM Volume: 1,554 AM Peak Hour: PM Peak Hour: AM Peak Hoar: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: K-4actar- D-lactar: Time: if -factor: D-factor: 08:30 AM 6.4% 64.2% ss 04:45 PM 7.4! 57.1% NB 'MO -WAY - TOTAL 612 359 231 164 193 384 919 1,801 2,261 2,186 1,911 2,193 2,382 2,215 2,253 2,236 2, P111 2,666 2,314 1,669 1,444 1,277 1,148 910 36,261 Time: 08:15 AM Volume: 1,507 Time: 12:15 PM Volume: 1,183 Volume: 2,312 PHF: 0.94 Volume: 2,687 PHF: 0.94 Existing 2004 traffic counts were adjusted by a 1 % growth factor to obtain 2005 existing counts • • t:PAVO Pa.Unb+UA T A5ScIATE5. 24-HOUR COUNTS Project Name: Lima - Project No.: 05203 Location: Biscayne Boulevard between NE 36 Street and NE 29 Street Count Date: 7/13/2004 Observer: Traffic Survey Specialists, Inc. BEGIN NORTHBOUND TOTAL TIME 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 12:€ 0 AM i 131 107 77 91 406 01:00 AM 56 66 53 38 213 02:00 AM 47 24 32 27 130 03:00 AM 29 21 26 27 103 04:00 Am 16 22 28 26 92 05:00 AM 29 30 46 56 161 06:00 AM 72 77 86 100 335 07;00 AM 123 139 159 178 599 08:o0 AM 191 189 194 220 794 R9:00 AM 222 2D9 195 227 853 '. 10:00 Am 210 238 232 199 879 1 1.00 AM 241 267 321 324 1,153 12:00 PM 323 326 311 358 1,318 1:R0 PM 329 303 347 321 1,300 o2:0oPM 307 270 299 315 1,191 03:00 PM , 348 331 372 359 1,410 R4:00 Pnn 396 399 425 434 1,654 05:00 PM 333 401 411 438 1,583 06:00 PM 459 379 307 323 1,468 07:RO PM 274 253 23t 224 982 08:00 PM 199 208 190 185 782 09:00 PM , 225 188 209 201 823 10:00 PM j 176 170 140 159 645 11:OO PM 144 150 115 110 519 1124-1-1OUR TOTAL 19,393 AM Peak Hour. PM Peak Hour: NORTHBOUND BEGIN TIME SOi1THBQUND TOTAL lst 1/4 2nd 1/4 3rd 1/4 4th 1i4 12:00 AM 86 64 78 55 283 01:00 AM 59 47 44 24 174 02:00 AM 38 39 28 29 . 134 03:00 AM 14 22 17 26 79 04:00 AM 27 26 32 37 122 05:00 AM 38 57 63 102 260 , 06:00 AM 114 145 210 308 777 07:00AM 299 289 393 453 1,434 , 08:00 AM 390 431 420 462 1,703 i 09:00 AM 467 340 388 333 1,528 10;00 AM 327 310 291 304 1,2332 ,, 11:00 AM 314 295 326 301 1,236 12:00 PM 311 291 336 392 1,330 01:RR PM 311 298 329 334 1,272 02:00 PM 334 302 307 320 1,263 03:00 PM 282 262 298 336 1,178 , 04:00 PM 312 368 400 423 1,503 05:00 PM 382 412 452 388 1,634 moo PM 390 268 243 259 1,160 07:00 PM 242 203 218 174 837 08:00 PM 180 203 166 203 752 49:o0 PM 160 142 190 155 647 10:00 PM 176 165 131 146 , 618 11:OR PM 133 127 97 90 447 21,603 4-HOUR TOTAL_ DAILY TRAFFIC COUNT SUMMARY Time: 11:30 AM Volume: 1.294 Time: 05:15 PM Volume: 1,709 AM Peak Hour: PM Peak Hour: AM Peak Hour: PM Peak Hour. NORTHBOUND AND SOUTHBOUND 0-WA TOTAL 689 387 264 182 214 421 1,112 2,033 2,497 2,381 2,111 2,389 2,648 2,572 2,454 2,588 3,157 3,217 2,628 1,819 1,534 1,470 1,263 966 40,996 Time: 08:15 AM Volume: 1,780 Time: 04:45 PM Volume: 1,669 Time: 08:15 AM Volume: 2,605 K-factor: 6,4% PHF: 0,95 D-factor: 68,3 % St3 Time: 05:15 PM Volume: 3,351 K-factor: 8.2% PHF: 0.97 D-factor: 51,0% NB Existing 2004 traffic counts wee adjusted by a 1 % growth factor to obtain 2005 existing counts RAYS PLUMMER 8 ASSOCIATES, K. 24-HOUR COUNTS Project Name: Lima Project No.: 05203 Location_ NW 36 Street between NE 2 Avenue and N Miami Avenue Count Date: 09128/05 Observer: Joe Rice BEGIN TIME .` EASTBOUND 1st 1/4 2rtd 11413rd 1/4 4111 1/4 TOTAL 12:00 AM 20 12 13 18 63 01:00 AM . 13 10 10 5 38 02:00 AM 14 7 1 5 27 03:00 AM 8 4 3 5 20 04:00 AM 5 9 12 11 37 05:00 AM ; 18 35 31 54 138 06:00 AM ' 88 120 152 120 480 07:00 AM 142 165 165 149 621 08:00 AM 171 159 186 206 722 09:00 AM : 141 140 134 127 542 10:00 AM 133 103 103 100 439 11:00 AM 102 127 111 127 467 12:00PM 118 136 117 120 491 01:00 PM 123 114 107 109 453 02.00 PM : 109 136 125 124 494 03:00 PM 118 136 134 126 514 04:00PM 123 126 128 138 515 05700 PM , 128 122 104 134 488 06;00 PM 95 110 103 81 389 07:00 PM - 88 75 66 69 298 08:00 PM 67 75 58 49 249 09:00 PM 34 51 48 51 184 10100 PM 58 42 34 33 - 167 11:00 PM 42 41 35 27 145 24-HOUR TOTAL] 7,961 EASTBOUND BEGIN TIME I WESTBOUND Fist 1/4 2nd 1/4 3rd 1/4 4th 1/4ETOTALI 12:00 AM 18 19 15 20 72 01:00 AM 10 11 13 9 43 02:00 AM 9 8 5 5 27 03:00 AM 12 3 5 7 27 04:00 AM 3 6 5 10 24 05:00 AM 13 14 16 19 62 06:00 AM 32 40 62 59 193 07:00 AM 70 81 101 101 353 08:00AM 118 112 105 112 447 09:00 AM 114 92 80 130 416 10.00AM 86 108 83 99 376 11:00AM 83 104 112 95 394 12:00 PM 117 103 98 120 438 01:00 PM 114 95 119 104 432 02:00 PM 99 91 107 121 418 03:00 PM 114 105 171 139 529 04:00 PM 123 143 143 112 521 05:00 PM 122 83 97 96 398 06:00 PM 77 75 90 91 333 07:00 PM 61 52 47 63 223 08:00 PM 71 49 58 45 223 09:00 PM 41 34 47 43 165 10:00 PM 45 36 34 25 140 11:00 PM 38 25 29 20 112 24-HOUR TOTAL] 6,366 DAILY TRAFFIC COUNT SUMMARY WO WA TOTAL 135 a1 54 47 61 200 673 974 1,169. 958 815 861 929 885 912 1,043 1,036 886 722 521 472 349 307 257 14,347 AM Peak i-lour: Time: 08:00 AM Volume: 722 AM Peak Hour: Time: 08:00 AM Volume: 447 PM Peak Hour, Time: 04:15 PM Volume: 520 PM Peak Hour: Time: 03:30 PM Volume: 576 AM Peak Hour: PM Peak Hour: EASTBOUND AND WESTBOUND Time: 08:00 AM Volume: 1,169 K-lacior: 8.1% PHF: 9.92 D-factor: 61-8% ER Time: 03:30 PM Volume: 1,085 K-factor: 7.6% PHF: 0.89 D-factor: 53.1% WB • • DAVI} PLUMMER 4 ASSOCIATES, INC. 24-HOUR COUNTS Project Narne: Lima Location: NW 36 Street between 1-95 and N Miami Avenue Observer: Joe Rice BEGIN T1ME ` EASTBOUND 1s1 1/4 2nd 1/4 3rd 1/4 4th 1/4) TOTAL 12:00 AM ` 25 19 14 18 76 01:D0 AM ' 11 15 13 7 46 02:60 AM 12 5 6 3 26 03:00 AM ' 1 i 4 6 7 28 04:00 AM 7 12 10 9 38 05:00 AM 19 22 29 31 101 06:00AM 48 83 116 119 366 07:00 AM 111 134 144 152 541 08:D0 AM ' 179 133 134 179 625 09:00 AM 125 110 113 122 470 10:00 AM 116 -104 122 126 468 11:430 AM 119 102 118 118 457 12:00 PM 123 120 120 114 477 01:00 PM 103 114 108 105 430 { 02:00 PM 101 109 136 128 474 03:00 PM 136 108 141 119 504 04:00 PM 152 144 135 140 571 05:00 PM 139 126 127 127 519 06:00 PM 141 111 130 74 456 07:00 PM 97 95 97 83 372 08:00 PM 75 67 92 .65 299 09;00 PM 74 55 58 56 243 10:00 P9 55 36 35 51 177 11;00 PM ? 38 24 35 25 122 24-HOUR TOTAL 7,886 AM Peak Hour: PM Peak Hour; EASTBOUND Project No.: - 05203 Count. Date: 09/28/05 BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4] 4th 1/4ITOTAL 12:00 AM 20 7 13 12 52 01:OD AM 12 11 9 8 40 02:00 AM 7 5 4 4 20 03:00 AM 7 2 6 7 22 04:DO AM 8 3 13 9 33 05:00 AM 11 30 26 18 85 06;00 AM 46 51 78 70 245` 07:00 AM 85 112 97 84 378 08:00 AM 118 120 117 115 470 09:0o AM 97 80 94 114 385 10:00 AM 85 88 80 . 75 328 11:00 AM 93 100 98 82 373 12:00 PM 118 82 103 103 406 01;00 PM 117 99 92 88 396 02:00 PM 99 94 116 90 399 ;. 03:Oo PM 113 112 125 142 492 04:00 PM 119 125 121 119 484 05:00 PM 122 113 122 112 469 '. 06:00 PM 105 82 81 73 341 07:00 PM 82 82 70 58 292 08:00 PM 68 61 47 36 212 09:DO PM 44 45 46 38 173 10:00 PM 35 46 22 22 125 'E 1 t:00 PM 40 21 28 22 111 DAILY TRAFFIC COUNT SUMMARY Time: 08:00 AM Volume: 625 Time: 04:00 PM Volume: 571 AM Peak Hour: PM Peak Hour: 1WO-WA TOTAL 128 86 46 50 71 186 611 919 1,095 855 796 830 883 826 873 996 1,055 988 797 664 511 416 302 233 14,217 AM Peak Hour. Time: 08:00 AM Volume: 470 PM Peak Hour. Time: 03:30 PM Volume: 511 EASTBOUND AND WESTBOUND Time: 08:00 AM Volume: 1,095 K-factor 7.7% PHF: 0.92 D-factor: 57.1% EB Time: 03.30 PM Volume: 1,067 K-factor. 7.5% PHF: 0.98 D-factor 52.1% EB • 41/ DAM PIUA#RER 8 ASSOGA ES, INC. 24-HOUR COUNTS Project Name: LIMA Location: NE 20 Street East of North Miami Court Observer; Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND lst 1/4 2nd 114 3rd 1/4 41h 1/4 TOTAL 12:00 AM 5 6 7 ... 6 ...24. 01.00AM, 5 8 3 5 21 02:00 AMC 6 4 3 7 20 03:90AM 1 3 4 2 10 04:00 AM 1 2 3 5 11. 05:00 AM 4 5 3 8 17 33 06:00 AM 22 27 51 43 143 07:00 AM 55 54 70 72 251 08:00 AM 61 60 71 64, 256 09:00 AM 67 52 66 59 244 10:00 AM , 83 58 66 63 270 , 11:00 AM 65 67 69 56 257 12:00 PM 59 72 56 66 263 01:00 PM 52 65 75 64 256 02:00 PM P 66 62 51 71 250 03:00 PM 72 73 58 80 283 04:00 PM 66 72 74 74 286 05:00 PM 88 61 74 59 282 o6:0o PM 59 50 56 48 213 07:00 PM 41 40 41 37 159 08:00 PM 33 31 34 27 125 09:00 PM 25 27 20 20 92 10:00 PM 17 13 17 15 62 11:00 PM 10 10 7 7 34 24-HOUR TOTAL 3,845 AM Peak Hour. PM Peak Hour. EASTBOUND Project Na.: 05203 Count Date: 09107/05 BEGIN —. TIME WESTBOUND 1st 114 '2nd 1/4 3rd 1/4 4th 1/4- TOTAL 12:00 AM 7 5 7 4 23 01:00 AM 2 7 3 4 16 02:00 AM 0 3 1 1 5 03:00 AM 2 4 4 0 10 04:00 AM 2 4 0 3 9 05:00 AM 3 4 11 12 30 06:00 AM 13 21 29 26 89 07:00 AM 43 41 53 68 205 4 08:00 AM 82 56 60 62 260 09:00 AM 59 49 43 49 200 10:00 AM 67 59 52 56 1 234 11;00 AM 54 50 61 73 238 12:00 PM 64 45 52 68 229 et :co PM 61 57 55 61 234 ` 02:00 PM 52 48 48 59 207 03:00 PM 71 68 88 64 291 04:00 PM 59 76 85 64 284 05:00 PM 69 61 66 60 256 06:00 PM 47 51 30 27 155 07:00 PM 37 30 36 29 132 08:00 PM 24 23 20 19 86 09:00 PM 16 20 16 14 r 66 10:00 PM 18 24 16 16 74 11:00 PM 5 14 14 11 44 24-t iOUA TOTAL 3,377 DAILY TRAFFIC COUNT SUMMARY Time: 10:00 AM Volume: 270 Time: 04:15 PM Volume: 308 AM Peak Hour: PM Peak Hour: AM Peak Hour. PM Peak Hour. EASTBOUND AND WESTBOUND Time: K-Sactor: D-Baehr: Time: K-tactor: D-faclor: 07:45 AM 07:45 AM Volume: Time: 04:15 PM Volume: Volume: 530 7.3% PHF: 0.93 50.2% WS 04:15 PM 8.3% 51.2%Et3 Volume: 602 PHF: 0.95 .TWO -WAIF TOTAL 47 37 20 20 63 232 456 516 4 504 495 492 490 457 4 570 538 368 291 2 15 136 78 7,222 268 294 DAV W PLummEi1 AsSOC4T6S, we. 24-HOUR COUNTS Project Name: LIMA Location: NW 20 Street East of NW 3 Avenue Observer: Traffic Survey Specialists, t71c_ BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4 42h 1/4 TOTAL 12:00 AM 15 12 9 10 46 01:00 AM 9 13 7 11 j 40 02:00 AM 4 6 5 4 19 03:00 AM 9 3 8 6 26 04:00 AM 9 7 1 9 26 0500 AM 6 10 12 21 49 06:00 AM 38 40 71 90 239 07:00 AM 79 100 113 133 425 08:00 AM 131 121 117 102 471 09:GO AM 95 104 92 97 388 10:00 AM 86 76 93 89 344 11:00 AM 87 93 92 95 367 12:OO PM 96 103 88 116 1 403 01:00 PM 108 96 104 96 404 02:00 PM 84 80 98 103 365 03:00 PM 117 102 134 104 457 04:00 PM 102 116 148 118 484 05:04 PM 128 106 131 116 481 06:00 PM 94 90 83 72 339 07:00 PM 69 64 60 60 253 08:00 PM 71 54 44 46 215 09:00 PM 32 36 34 29 131 10:00 PM 44 36 21 31 132 1 LOO Ptv€ 23 28 16 25 92 124-HOUR TOTALT 6,196 AM Peak Hour: PM Peak Hour: EASTBOUND Project No.: 05203 Count Date: 09/13/05 BEGIN TIME WESTBOUND 1st 1/4J2nd-114r3€d 1/4 4th 1/4 TOTAL 12:00AM 11 18 18 12 59 01:00 AM 11 12 14 6 43 02:00 AM 6 5 8 9 28 03:00 AM 5 1 6 11 23 04:00 AM 7 11 10 7 35 05:00 AM 6 7 27 22 62 06:00 AM 44 64 89 82 279 0-7:00 AM 92 88 110 131 421 08:00 AM 120 112 124 123 479 09:00 AM 114 88 93 98 393 10:00 AM 92 91 100 97 380 11:00 AM 98 138 101 116 453 12:03 PM 111 115 102 107 435 01:OO PM 114 97 94 83 388 02:00 PM 126 107 118 113 464 O:00 PM 98 132 156 161 547 94:00 FM 111 139 143 150 543 05:00 PM 148 134 144 118 544 06:00 PM 109 87 74 78 348 07:00 PM 80 71 . 72 62 285 0400 PM 68 52 48 44 212 09:00 PM 49 42 35 44 170 10.O0 PM 36 29 36 17 118 11:00 PM 32 25 31 18 106 24 HOUR TOTAL 6,815 DAILY TRAFFIC COUNT SUMMARY Time: 07:45 AM Volume: 502 Time: 04:15 PM Volume: 570 AM Peak Hour: PM Peak Hour: WO -WA TOTAL 05 83 47 49 61 11 518 846 950 78 724 82 838 792 829 1,004 027 1,025 7 538 427 301 250 198 13,011 AM Peak Hour: Time: 07:45 AM Volume: 487 PM Peak Hour. Time: 04:15 PM Volume: 580 EASTBOUND AND WESTBOUND Time: K-factor; D-factor: Time: K-factor. D-factor: 07:45 AM 7.6% 50.8% EN 04:15 PM 8.4% 53.2% WB volume: 989 PHF; 0.94 Vodurr e: 1,090 PHF: 0.94 Signal Timings • 41Ik ATTERN SCHEDULE FOR 2417 US 1 & NE 29 ST FOR DAY 4 4 (SECTION 3) TIME PT OFF NSG G Y R EWP Y R. S Y M CYC MIN: 20 14 0 11 75 61 1 4 1 18 4 1 90EARLY NI 15 21 0 30 1 4 1 14 4 1 6 55NITE M2 115 23 0 30 1 4 1 14 4 1 6 55LATE NIG 500 19 0 30 1 4 1 14 4 1 6 55DAWN M2 545 1 75 61 1 4 1 18 4 1 90AVG M2 0 615 2 70 63 1 4 1 16 4 1 9 0PRE AM M 745 12 86 59 1 4 1 20 4 1 90AM PEAK 845 16 98 84 1 4 1 15 4 1 110MID MORN 1200 17 103 82 1 4 1 17 4 1 110NOON M2 1345 10 103 82 1 4 1 17 4 1 110AFT M1 0 1545 9 101 90 1 4 1 14 4 1 115PRE PM P 1630 18 101 90 1 4 1 14 4 1 115PM PEAK 1800 3 76 61 1 4 1 18 4 1 90POST PM 1900 1 75 61 1 4 1 18 4 1 90AVG M2 0 2130 11 75 61 1 4 1 18 4 1 90EARLY NI Appendix C FDOT's Quality/LOS Handbook Generalized Tables Downtown Miami DRI Increment II Transit Ridership • TABLE 4 - 7 GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNJN`l ERRUP i D FLOW HIGHWAYS Lanes Divided 1 Undivided 2 Divided 3 Divided A 100 1,060 1,600 Level of Service B C D 340 670 950 1,720 2,500 3,230 2,590 3,740 4,840 STATE TWO-WAY ARTERIALS Class 1 (>0,00 to 1.99 signalized intersections per mile) Level of Service Lanes Divided A B C I? 1 Undivided *' 220 720 860 2 Divided 250 1,530 1,810 1,860 3 Divided 380 2,330 2,720 2,790 4 Divided 490 3,030 3,460 3,540 Class 11(2.00 to 4.50 signalized intersections per mile) Level of Service A 13 C D Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided 4.4 ** *4 44 100 220 340 440 590 810 1,360 1,710 2,110 2,570 2,790 3,330 E 1,300 3,670 5,500 890 4** *4* *4* E 850 1,800 2,710 3,500 Class III (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A ** ** ** ** *4 4* ** Level of Service 8 C 280 650 1,020 1,350 ID 660 1,510 2,330 3,070 E 810 1,720 2,580 3,330 Class IV (more than 4.5 signalized intersections per mile and within primary city central business district of an urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A *4 ** ** 4* B *4 ** ** Level of Service C D E 270 720 780 650 1,580 1,660 1,000 2,390 2,490 1,350 3,130 3,250 NON -STATE ROADWAYS Major City/County Roadways Level of Service Lanes Divided A B C D E 1 Undivided ** ** 480 760 810 2 Divided ** ** 1,120 1,620 1,720 3 Divided ** ** 1,740 2,450 2,580 Lanes Divided I Undivided 2 Divided Other Signalized Roadways (signalized intersection analysis) Level of Service A B C D E ** 4* 250 530 660 580 1,140 1,320 Source: Florida Department of Transportation Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 http://www l 1.mytiorida.corniplanning/systernsismIlosidefault.htm 02/22)02 FREEWAYS interchange spacing? 2 mi. apart Level of Service Lanes A B C ID E 2 1,270 2,110 2,940 3,580 3,980 3 1,970 3,260 4,550 5,530 6,150 4 2,660 4,410 6,150 7,480 8,320 5 3,360 5,560 7,760 9,440 10,480 6 4,050 6,710 9,360 11,390 12,650 Interchange spacing < 2 mi. apart Level of Service Lanes A 13 C D 1: 2 1,130 1,840 2,660 3,440 3,910 3 1,780 2,890 4,180 5,410 6,150 4 2,340 3,940 5,700 7,380 8,380 5 3,080 4,990 7,220 9,340 10,620 6 3,730 6,040 8,740 11,310 12,850 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of bicyclists using the facility.) ('Mlultiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage 0-49% 50-84% 85-100% A 4* ** 160 ** 130 380 Level of Service B C D 720 >210 170 210 >380 **4 E >720 *** *** PEDESTRIAN MODE (Note: Level of service for the pedestrian mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not the number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% Sidewalk Coverage 0-84% 85-100% Lanes 1 i Multi Multi A *4 4* 4* B ** *4 120 Level of Service C ** 4* 590 D 330 520 >590 BUS MODE (Scheduled Fixed Route) (Buses per hour) Level of Service A B C >5 >4 >6 >4 >3 D >3 >2 ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIViDED (alter corresponding volumes by the indicated percent) Median Divided Undivided Undivided Undivided E 810 990 Left Turns Lanes Adjustment Factors Yes +5% No 20% Yes -5% No -25% ONE WAY FACILITIES Increase corresponding volume 20% *4* ':axis table does not constiratt a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications The tuhle and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Values shown are hourly diteetianat volumes for levels of service and are for the automobidefttuck modes unless specifically stated. Level of service letter grade thresholds are pmbabty not comparable across modes and, therefore, cross modaicomparisons should be made with cannot., Furthermore, combining levels of service al -different modes into one overall roadway level of service is not recommended_ To convert to annual average daily traffic volumes, these. volumes mast be divided by appropriate 1) and X. factors. The table's input vntoe defaults and level of service criteria appear cm the follewing page_ Calculations are based on planning applications of the Highway Capacity Manual, Bicycle LOS Model, Pciestrian WS Model and Transit Capacity and Quality of Service Manual, .u.,r,,...tively for the autcenobilef track, bicycle, pedestrian and bus modes. '*Cannot be achieved using table input value clefadlrs. "'Not applicable for that level of service letter grade. For automobileltruck modes, volumes greater than level of service D become 1= because intersection opacities have been reached. For bicycle and pedestrian modes, the level of service )enter grade (including 5 is uoi achievable, because there is no maximum vehicle volume threshold using table input va€vc dcfass)ts- 97 LEVEL OF SERVICE TABLE CLASSIFICATION TYPE FDOT'S 2002 QUALITY / LEVEL OF SERVICE ] PERSON TRIP LE[1] OF SERVICE A B C D E A B. C 1 D E CLASS 4 ARTERIAL 1LU 0 0 ,..m 270 720 780 0 0 0.35 0.92 . _ .. 1.00 .2LD 0 0 650 1580 1660 0 0 0.39 0.95 1.00 3LD 0 0 1000 2390 2490 . 0 0 0.40 0.96 1.00 4LD 0 0 1350 3130 3250 0 0 0.42 0.96 1.00 CLASS 4 ARTERIAL [2] 1 LU 0 0 270 720 780 0 0 0.35 0.92 1.00 2LU 0 0 520 1264 1328 0 0 0.39 0.95 1.00 3LU 0 0 - 800 1912 1992 .� 0 0 0.40 0.96 1.00 4LU 0 0 1080 2504 2600 0 0 0.42 0.96 1.00 CLASS 4 ARTERIAL [3] 1L 0 0 324 864 936 0 0 0.35 0.92 1.00 2L 0 0 780 1896 1992 0 0 0.39 0.95 1.00 3L 0 0 1200 2868 - 2988 . 0 0 0.40 0.96 1.00 4L 0 0 1620 3756 3900 0 _ 0 0.42 0.96 1.00 Source; FDOT's 2002 quality/Level of Service Handbook NOTES [1] THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOT'S 2002 LEVEL OF SERVICE BY THE LOSE FOR EACH TYPE OF ROADWAY. [2] FOR UNDIVIDED ROADWAYS, THE CORRESPONDING VOLUME HAS BEEN DECREASED BY 20%. [3] FOR ONE-WAY FACILITIES, THE CORRESPONDING VOLUME HAS BEEN INCREASED BY 20%. • TABLE z1.A2 DOWNTOWN MIAMI DRI UPDATE EXISTING VEHICLE ROADWAY CONDITIONS 20-Nov-2001 ROADWAY FROM TO DIR 111 FUNCTIONAL CLASSIFICATION ROADWAY CONDII IONS FACILITY TYPE EXISTING LANES COUNT STATION [23 COUNT SOURCE AND PERIOD RAW PEAK HOUR PERIOD VOLUME PEAK SEASON FACTOR AXLE FACTOR COUNT DATE PEAL( HOUR PERIOD VOLUME [3] PEAK HOUR OIR MAX SERVICE VOL MLAMI ADOP0 TED 1.C18 PEAK HOUR MR L08 . BISCAYNE BLVD NE 54 STREET NE 46 STRET NB PRINCIPAL ARTERIAL 4LD 5060 FOOT -AM 963 1.06 1.00 07/18/00 1,021 1,810 E C 58 1,745 1.06 1.00 1,850 1,810 E F NE 46 STREET 1.195 NB PRINCIPAL ARTERIAL 4LD 5059 FOOT -AM 1,377 1.05 0.99 09/12/00 1.431 1,810 E 0 SB 1,968 1.05 0.99 2,046 1,810 E F 1.195 NE 35 STREET NB PRINCIPAL ARTERIAL 4LD 143 FOOT -PM 1,271 1.06 0.99 08/29/00 1,334 1,810 E D S8 1,514 1.06 0.99 1,589 1,810 E D NE 36 STREET NE 29 STREET NB PRINCIPAL ARTERIAL 4LD 143 FOOT -PM 1,271 1.06 0.99 08/29/00 1,334 1,810 E D SB 1,514 1.06 0.99 1,589 1.810 E 0 NE 29 STREET NE 20 STREET NB PRINCIPAL ARTERIAL 4LD N/A DTMP-PM 1,934 1.00 0.99 05/01/01 1,915 1,750 E F SB 899 1.00 0.99 890 1,750 E D NE 20 STREET NE 19 STREET NB PRINCIPAL ARTERIAL 4LD 5056 FOOT -PM 1,558 1.03 1,00 08/03/99 1,605 1,750 E E SB 942 1.03 1.00 970 1,750 E D NE 19 STREET NE 15 STREET NB PRINCIPAL ARTERIAL 4L0 N/A MUSP-PM 1,692 1.05 0.99 09/0700 1,759 1,750 E F 55 1,204 1,05 0.99 1,252 1,750 E D NE 15 STREET NE 14 STREET NB PRINCIPAL ARTERIAL 4LD 5053 FDOT-PM 1,674 1.00 t.00 04/13/99 1,674 1,750 E E SB 919 1.00 1.00 919 1,750 E 0 NE 14 STREET NE 13 STREET NB PRINCIPAL ARTERIAL 6LD 5053 FOOT -PM 1,674 1.00 1.00 04/13/99 1,674 2.560 E D SB 919 1.00 1.00 919 2,560 E D NE 13 STREET 1.395 NB PRINCIPAL ARTERIAL 6LD 5052 FDOT-PM 1,681 1.03 1.00 08/17/99 1,731 2,560 E D SB 1,648 1.03 1.00 1,697 2,560 E 0 1-395 NE 6 STREET NB PRINCIPAL ARTERIAL 4L 5049 FOOT -AM 1,447 1.01 0.98 05/11/99 1,432 3,140 E D 56 3L 1,522 1.01 0.98 1,506 2,560 E D NE 6 STREET NE 3 STREET NB PRINCIPAL ARTERIAL 8L0 N/A KAS-PM 1,731 1.00 0.98 04/25/01 1,696 3,140 E D S8 761 1.00 0.98 746 3,140 E C NE 3 STREET NE 1 STREET NB PRINCIPAL ARTERIAL 8LD N/A K&S-PM 1,731 1.00 0.98 04/25/01 1,698 3,140 E D S8 761 1.00 0.98 746 3,140 E C NE 1 STREET SE 1 STREET NB PRINCIPAL ARTERIAL 81.0 5047 FDOT-PM 1,866 1.01 0.98 05/18/99 1,847 3,140 E 0 58 870 1.01 0,98 861 3,140 E C SE 1 STREET SE 2 STREET NB PRINCIPAL ARTERIAL 8LD 5047 FOOT -PM 1,866 1.01 0.98 05/18/99 1,847 3,140 E 0 88 870 1.01 0.98 861 3,140 E C SE 2 STREET SE 4 STREET N8 PRINCIPAL ARTERIAL 2LOW 5045 FOOT -AM 1,808 1.02 0.98 08/29/99 1,807 2,040 E-1W E NE 2 AVENUE/BRICKELL AVENUE NE 20 STREET NE 19 STREET NB MINOR ARTERIAL 4LU 276 MD -PM 717 1.02 1.00 07/06100 731 1,615 E 0 SS 502 1.02 1.00 512 1,615 E 0 NE 19 STREET NE 14 STREET NB MINOR ARTERIAL 4LU 276 MD -PM 717 1.02 1.00 07/06/00 731 1,615 E €7 SB 502 1.02 1.00 512 1,615 E 0 NE 14 STREET NE 13 STREET N8 MINOR ARTERIAL 4LU 276 MD -PM 717 1.02 1,00 07/06/00 731 1,615 E D S8 502 1.02 1.00 512 1,615 E D NE 13 STREET 1-395 SB MINOR ARTERIAL 3L N/A K&S-AM 1,127 1.00 1.00 04/25/01 1,127 3,0 E-1W E 1.395 NE 3 STREET SB MINOR ARTERIAL 3L NIA K&S-AM 671 1.00 1.00 04/25/01 671 3,070 E-1W E NE 3 STREET NE 1 STREET SB MINOR ARTERIAL 3L N/A K&S-AM 671 1.00 1.00 04/25/01 671 3,070 E-IW E NE 1 STREET FLAGLER STREET S8 MINOR ARTERIAL 3L N/A K&S-AM 671 1.00 1,00 04/25/01 671 3,070 E-1W E KEITH AND SCI-INARS, P.A. N:ITRANPLANIPROJECTS120011167161TABLES\11 MATRIX, WK4 TABLE 21.A2 DOWNTOWN MIAMI DRI UPDATE EXISTING VEHICLE ROADWAY CONDITIONS 20-Nov-2001 ROADWAY FROM To DIR {11 FUNCTIONAL ASt1IFICATIG ROADWAY CONO ON FACILITY TYPE EXISTING COUNT E21 COUNT SOURCE AND RAW PEAK HOUR PERK3D PEAK SEASON AXLE FACTO COUNT PEAK HOUR PERIOD VOLUME Di PEAK HOUR DIR MAX SERVICE VOL MIAMI ADOP- TED PEAK HOUR DIR NE 20 S , NE 2 AVENUE N. MIAMI AVENUE EB MINOR ARTERIAL 2LU N/A DTMP-AM 600 1.00 1.00 04,124/00 600 800 E D W8 491 1.00 1.00 491 800 E D N. MIAMI AVENUE NW 3 AVENUE EB MINOR ARTERIAL 4LU N/A DTMP-AM 600 1.00 1,00 04/24/00 600 1,815 E 0 WB 491 1.00 1.00 491 1,615 E D NW 3 AVENUE 1-95 EB MINOR ARTERIAL 4LD N/A DTMP-AM 600 1,00 1.00 04/24/00 600 1,700 E 0 WB 491 1.00 1.00 491 1,700 E 0 NE 15 STREETNENETIAN CSWY BISCAYNE ISLAND BAYSHORE DRIVE EB MINOR ARTERIAL 2L0 N/A MUSP-PM 287 1,06 1.00 09/12/00 304 840 E D WB 304 1.06 1.00 322 840 E D BAYSHORE DRIVE BISCAYNE BLVD EB MINOR ARTERIAL 2L0 N/A MUSP-PM 321 1.06 1.00 09/12/00 340 840 E 0 W8 325 1.06 1.00 345 840 E D BISCAYNE BLVD N. MIAMI AVENUE EB COLLECTOR 2LU N/A MUSP-PM 172 1.06 1.00 09/12/00 182 800 E C WB 241 1.06 1.00 255 800 E 0 NE 14 STREET BAYSHORE DRIVE BISCAYNE BLVD EB LOCAL ROAD 4LU N/A MUSP-PM 200 1.06 1.00 09107/00 212 1,615 E C WB 99 1.06 .1.00 105 1,615 E C BISCAYNE BLVD NE 1 AVENUE ES COLLECTOR 2L WA MUSP-PM 151 1.06 1.00 09/07/00 160 1,615 E C WB 1L 164 1.06 1.00 174 800 E C NE 1 AVENUE N MIAMI AVENUE EB COLLECTOR 2L NIA MUSP-PM 151 1.06 1.00 09/07/00 160 1,615 E C W6 1L 164 1.06 1,00 174 800 E C N MIAMI AVENUE NW 2 AVENUE EB COLLECTOR 2LU N/A MUSP-PM 151 1,06 1.00 09/07/00 160 800 E C WB 164 1.06 1.00 174 800 E C NW 2 AVENUE NW 3 AVENUE EB COLLECTOR 2LU NIA DTMP-PM 151 1.06 1,00 09/07/00 160 800 E C WB . 164 1.06 1.00 174 800 E C NW 3 AVENUE 1-95 EB COLLECTOR 2LU N/A DTMP-PM 172 1.00 1.00 04/24/00 172 800 E C WS 196 1.00 1.00 196 800 E 0 NE 11 STREET NW 3 AVENUE 1.95 WB COLLECTOR 31., 9352 DTMP-PM 180 1.00 1.00 04/24/00 180 2,040 E-1W E NE 10 STREET NW 3 AVENUE 1-95 EB COLLECTOR 2L NIA DTMP-PM 133 ti 1.00 1.00 04/24/99 133 2,040 E-1W E re) 0\ KEITH AND SCHNARS, P.A. NATRANPLAN\PROJECTS12001118716\TABLES111 MATRIX. WK4 7A4LE21A9 • Wbv-2001 SOSOWAY F5OU 815CAYNE BLVD NE 54 STREET TO NE 40 STRET NE 46 STREET 1.105 1.195 NE 36 STREET NE 36 STREET NE 29 STREET NE 29 STREET NE 20 STREET NE 20 STREET NE 19 STREET NE 19 STREET NE 15 STREET NE 15 STREET NE 14 STREET NE 14 STREET NE 13 STREET NE 13 STREET 1.395 1.39E - NEE STREET NE 6 STREET NE 3 STREET NE 3 STREET NE 1 5746007 NE 1 STREET SE 1 STREET SE 1 STREET SE 2 STREET SE 2 STREET SE 4 STREET NE 2 AVBNUEARICKILL AVONU$ NE 20 STREET NE 19 STREET NE 15 STREET NE 14 STREET NE 14 STREET NE 13 STREET NE 13 STREET 1.35E 1-325 NE 3 STREET NE 3 STREET NE 1 STREET NE 1 STREET FLAOLER STREET RLADLER STREET SE 1 STREET 5E 1 STREET 3E 2 STREET SE 2 STREET 5E 4 STREET S£ 4 STREET SE 6 STREET SE 0 STREET 90, 13 STREET SW 13 STREET SW 15 ROAD SW 10 ROAD RICKENBAGKER COWY 46 1 AVEMU9. NE 17 STREET NE 14 STREET NE 14 STREET 1.396 1195 NE 4 STREET NE 6 STREET FLAGL£R STREET FLAGLER STREET SE1 STREET 55: t 6TR£E1 SE 2 STREET PAC*UTY TYPE IDU47t80 004 1 fuF4 NB 53 NS SS NB SB NB se 1+4B SB Ne SB NH 88 NB SB NE se NB LEi2g@fmmm6 3B NS NO SS NO SB N8 58 NB NB NS 4L0 4L0 4LD 4L0 4L13 4L0 4113 4L0 OLD eL0 4L 3L OLD 610 5L0 DW 4LU 4LU 4LU 3L 3L 31 3L 3L 3L 4L 21, 3L 4L0 4L0 4L0 2LU 31. 31 3L 3L 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 46 95 93 4 9 9 9 K 24 24 24 24 24 24 44 44 44 46 5 2 2 4 16 16 19 10 10 15 16 16 16 15 15 16 32 32 46 48 16 14 16 14 16 16 10 16 16 16 11 93 95 96 10 10 10 10 10 10 10 B 48 46 44 45 45 0 B B 9 9 6 8 62 62 02 02 42 52 38 ad 36 36 36 36 38 34 52 62 48 44 45 44 44 69 44 46 49 44 16 95 45 32 32 K K K 51 B 96 6 B 0 10 10 10 7 53 93 53 93 93 93 52 62 6Y 52 62 82 62 52 93 53 81 a1 51 51 51 61 51 Si 51 93 46 T T T K 55 K K 6 93 53 93 92 43 93 93 93 55 93 93 93 53 53 93 93 93 53 96 77 T 96 T T 0 9 T 95 T 95 T 95 7 55 6f C 95 C 56 C 95 0 63 95 55 51 0 0 1:0016705951143A6B DM UROATE 630411640 ►M 64 4 I51045It7446. AMP ►Wgli-TIUP CAPACITY A434015446E14T6 NUS ROWJT[4 4{4 ROADWAY s4624 4S 55 T 46 95 T 95 95 T 95 56 T 06 T S 9a 50 G 5 05 45 C 5 5 95 93 G S 8 55 46 0 11 55 56 G a 95 C S 93 93 95 96 K K T D 3 3 11 14 32 111 99 66 69 111 55 66 69 111 99 86 85 111 99 65 56 171 99 64 59 11 90 66 85 111 10 54 18 111 45 111 95 45 42 111 50 45 42 111 99 45 42 64 75 45 42 64 75 30 84 240 75 9 10 132 45 72 20 86 18 66 #8 55 15 a6 16 48 12 59 40 6 4 4 4 2 4 73 52 66 69 92 70 39 32 19 27 46 54 3s t N 4 N O N O W 48 4f 0 51 52 6 N 0 N N N N v N N 55 904 ROOM AMR it000.1111. 647T 441¢1E8541T 92 21 13 13 21 13 21 13 21 13 21 13 21 13 21 13 12 6 12 6 157 90 3 24 8 144 3 24 6 145 2 24 6 132 6 16 4 15 K T 132 48 132 45 166 128 136 48 112 132 i14 48 70 124 66 45 78 76 77 63 105 100 42 103 106 100 106 100 100 100 to6 100 108 100 104 76 104 76 100 56 66 50 66 00 60 90 K T 56 125 96 12a 96 126 64 108 84 100 66 16 16 1S 15 14 6 a 87 67 67 0 72 90 72 46 63 75 63 75 290 200 290 202 260 200 290 200 280 205 295 $70 275 T 152 148 152 148 i52 144 152 145 152 132 fd4 CAPACITY ,(K3S40M9) V 330 920 0..386 244 923 0.270 336 920 0..365 244 420 0175 330 025 0.359 244 920 0.270 $23 1,472 5.355 415 2.252 0.111E 523 1,472 0.355 416 2,252 0.1e5 523 1,472 0.35E 416 22252 0.116 442 1,459 0.301 7A3 2249 0.170 476 1,324 0.860 486 1,60a 0264 752 1,706 0.441 508 2,456 0204 744 1,706 0.438 465 2,466 0200 7441 1,7W 0.434 496 2,466 0.200 477 1,706 0.367 486 2,406 0.197 567 2,456 9.264 394 2,225 0.177 1,105 3,434 0,372 el 306 0,169 107 710 0,240 187 760 0.2 105 713 0.775 119 7t3 0.157 64 514 0,142 305 1,070 0.265 308 1,070 0.245 306 1,070 0.264 304 1,330 0.220 102 552 9.34E 68 536 0,#64 94 550 0,150 366 1,346 0.271 113 666 06.24L3 240 569 D.U4 115 566 0.210 166 306 0.613 28 306 0.05a 135 369 0.451 22 305 0572 154 574 0.27E 468 1,225 002 434 1,236 0.354 576 2,114 2,114 0.192 44 634 0,127 THANE) SCHNARS, P,A. N:171A05P{AMP4OJECTi12001114718t7AB-£51116 9408L4h4.4 TAME 21.46 DOWNTOWN YiAYII DM UPDATE E301T1Na PY IUi ER 041PAND PERSON TRF CAPACITY AgWMY0WTI 'ROADWAY . PROU TO _ . '�7W NA, PADRITY TYPE 0.141111TIN43 I.AMEI /U/ ROUTEI 61EAT1111N! ROADWAY IEOEMENT6 LUG RCJERS ROWER ARO NP PEi46EtjEYQijT TCiTAL PRALINE. iMWE.RIWt�i CAPAC7IY �1 . vaC EICE'-----' NW 20 STREET NW 17 STREET - N8 21.0 `4 Si �T - li S8 NW 17 STREET Nw 14 STREET N8 2L0 2 21 M t28 51 14 164 5e1 se 2 21 M 72 22 4 145 664 NW 14 STREET NW 9 STREET AIB 2L41 21 - rag d66 114 NW 8 STREET NW 8 STREET se NB 3L 21 15 16 114 NW 5 STREET SW 1 STREET NB 2L NE 20 0185677 22 NE 2 AVENUE N. IAAMI AVENUE EH 2LU 22 27 27 905 WB 32 18 1S 186 N. MIAMI AVENUE NLY 3 AVENUE EB 4LU 32 57 27 105 W8 32 18 14 145 0 g] 0 0 0 4 A 0,0000040 0000 000 s" osca�CsomN ,2174AE gie$. NW3 AVENUE 1.95 E8 4L0 32 27 27 186 WB 02 18 18 106 NE 16 STREETNI4ITSAN 881W 32 38 4 4 BISCAYNE ISLAND BAYS14ORE DRIVE EB 21.43 A 24 24 46 WB • A 15 f8 45 3AYBHORE0R1VE BISCAYNEBLVD EB 25.0 32 38 4 A 18 32 0 24 74 S46 WB 32 4 A 16 1 16 37 270 BISCAYNE BLVO N. 1,414M1 AVENUE EB 24U WB NE14STREET 2 3 16 32 51 63 03 C K M 8 T SAY5NURE DRIVE VISCAVNE.E8va ES 41U 16 81 02 C K M 5 T 90 52 13 75 112 66 275 152 846 2,58E WB 3 16 51 62 0 K M '8 T 32 83 45 4 16 52 21 78 72 08 16 200 132 774 2.730 615CAYNE BLVD NE 1 AVENUE EB 4, K f.4 T 112 4 126 280 642 WB 1L K M T - 06 t4 124 238 682 NE 1 AVENUE N LAMA AVENUE E8 2L M 44 46 130 W8 1L M 14 14 130 N MIAMI AVENUE PAN 2 AVENUE ES 21.0 M 4 4.8 t30 WB M - 14 14 130 NW 2 AVENUE NW 3 AVENUE EB 2LU 2 M ea 48 114 445 7/8 2 M 128 14 142 445 NW3AvENUE I-05 E8 2LU WB NE 11 873857 21 Nw 3 AYENUE 1.05 W8 3L 21 16 - 14 114 NE 10 STREET 24 NW 2AVENUE f-95 ES 23. 21 54 54 114 4E 6 ITREETIP00T ¢OULIVARD - 2 7 3 21 243 E.OF PORT BRIDOE 546CAYNE MVO E6 8L0 WB BISCAYNE GCVO NE 1 AVENUE we 3L NE 1 AVENUE N MIAMt AVENUE W8 21, 2 7 1 78 40 4 I80 686 N M1AW AVENUE 17/3 1 AVENUE W16 2L 2 7 75 68 141 610 PM 1 AVENUE *43/ 1 CT WB 21 *04 1 CT My 2 AVENLIE WB 21 2 76 74 915 NW 2AVEMJE NW 3 AVENUE we 23. 7 21 78 54 152 306 NW 3 478087E t WR 8.. 7 21 74 64 132 204 .5 TH AND SCHWAS. P.A. N7TRANPt2PW0JECT6'20011t0716/7AHL.E54114i8TR8).W4(4 • TABLE 21,A1 DOWNTOWN MAW 0Rt UPOATE EXAMS! AM AND PM METRORAJL ANC. METROMOVFli RIDERE84IP ANC. PERSON•TRIP CAPACITY A88N3NAIENT v ROALIWAY :RUM TO O€R FACILITY TYPE EXISTING LANES tWIFw1 -Lie METRO. _ RAIL Ill % VI PEAK CAPACITY [PERSONS) PSI PEAK Alt PEAK jyj % rii PEAK CAPACITY 1PER5OI481 PM A TOTAL RERBNip 4I) (PERSONS} PM WO T1ST'Ti RI0ER87UP ?MOMS) AM VIC METRO- MOVER VIAL RID&R5#$' {PEER 0N6} PM WC T{Y1'ALi MnEP. TIP AM WC BISCAYNE BLVO NE 54 STREET NE 46 STRET NE 4L0 58 NE 46 STREET I.199 N8 se 4L0 1.195 NE 36 STREET NE ILO 56 NE 36 STREET NE 29 STREET NB 4L0 58 NE 29 STREET NE 20 STREET NB 4LD Se NE 20 STREET NE 19 STREET 14B 41..0 SB NE 19 STREET NE 15 STREET NB 4L0 M652 50% 980 44 0.048 67 apsei SB 50% 9i80 53 0.055 50 0.0521 NE 15 STREET NE 14 STREET NO 4L0 MM2 50% 960 44 0.048 57 0,0593 Se 50% 960 53 0.088 50 0.062 NE 14 STREET NE 13 STREET N8 64.0 MMZ 60% 060 44 0.045 57 0.059 58 5056 960 53 0.055 50 0.052 13 STREET 1.395 NB OLD MC sox 960 44 0.945 57 0.069 1-395 NE 5 STREET NB 41. MM2 50% 900 47 0.049 81 0.054. 58 31. 50% 960 89 0.093 53 0.055 NE 8 STREET NE 3 STREET Na BLD 6912 50% 680 91 0.065 68 0.002E 58 5018 960 70 0.073 IA 0.071 NE 3 STREET NE 1 STREET NB OLD WI .50% 1,440 83 0.055 81 0.0561 9 so . 1,440 56 0.039 56 0.0391 NE 1 STREET SE 1 STREET NE 8L0 - 141M1 50% 1,440 74 0.051 80 0.066 58 50% 1,440 80 0.055 57 0.040 SE 1 STREET SE 2 STREET N8 8L0 MA11 50% 1.440 008 0.074 102 0.071 SB 50% 1,440 13 0.051 76 0.053 SE 2 STREET SE 4 STREET NO 2LOW MM1 100% 2,880 211 0.0T3 203 0.070 NE 2 AVENUEJHRICKELL AVENUE NE 20 STREET NE 19 STREET NO ss 4LU NE 19 STREET NE 14 STREET NO 4LU MM2 25% 460 22 0.046 413 0235 58 25% 480 28 0.054 100 0.208 NE 14 STREET NE 13 STREET NB 4LU Mw2 25% 480 z2 oats 4 43 0.235 50 26% 480 26 0.0E4 100 0.208 NE 13 STREET 1-395 58 31, MMZ 50% 9130 53 0.055 100 0.104 II 1.395 , NE 3 STREET SS 3L 14142 50% 68p 70 0.071 i36 0.142 NE 3 STREET NE 1 STREET 58 3L 111141 501L 1,444 56 6.039 111 0.077 NE 1 STREET FLA43LER STREET S8 34. 641441 60% 1,440 S0 0,066 154 0,079 FCA43LER STREET SE 1 STREET 58 3L 0.0M1 50% 1.440 00 0.055 114 0.079 se 1 STREET SE 2 STREET 50 3L 5.9441 50% 1,440 T3 0.051 151 0.105 98 7 STREET SE 4 STREET SB 4L 641.41 100% 2,860 446 0,954 151 0.052 SE 4 STREET SE 8 STREET NB 23_ 64142 50% 550 164 0.171 -0"O 316 0.3i9 S8 31. 100'I 1,220 380 4.1:: . 344 0.179 j see STREET SW 13 STREET NB 4L0 MR4 25% 1,463 276 0.566 613 0.558 RA141 605. 960 1E4 0.171 316 9.329 66 2614. 1,4.63 662 0.473 258 0,175 10018 1,620 380 0.188 344 0.179 SW 13 5TREET 5W 15 ROAD N9 4f.b MR4 25N 1,4E3 ZT6 0,185 813 0.555 MM2 50% 9E0 85 0,089 1E3 0.1T0 58 25% 1,453 692 0.473 256 0.175 50% 980 97 0.101 185 0.193 SW 15 ROAD RC1LEN3ACXER CSWY 548 4L0 CEITH AND SCHNARS, PA. N:ITRANPLAT PROJEC75120011167181TA9LE5111MATRJXWK4 • TABLE 21,A6 DOWNTOWN MAW DID UPDATE EDITING AM AND P81 ME -MORAL AND METROMOVPR RIDERSHIP AND PERSON -TRIP CAPACITY ASSIGNMENT .,-,.•-•,..., ROADWAY FR TO O{R FACILITY TYPE EXISTING 9 YAM TiilWSIT- METRO- RAIL 11) % )2) PEAK CAPACITY PM PEAK AM PEAK 1 METRO. MOVER 13) 7G 12) PEAK CAPACITY PER $ l PEAK "'VIA At! PEAK TOTAL RIDERSHIP PER 30481 PM TOTAL RIDERSHIP SONS AM WC KIDER 41P E PM Y P 8 AM V NW 11 STREET NW B STREET fiz02cO 07202.°i202Da 0i2.0202"'iz0iOP 03 CO202 R z`s�zu z9ii u °% m 2LU MR1 50% 2,925 664 0 00 G G O 0 0 ...... s O O O O Q Q A Q 1,288 0.433 25% 1,463 692 256 0.175 NW 8 STREET NW 6 STREET 2LU MR1 60% 2,925 684 1,266 0.433 25% 1,463 692 256 0.175 i NW 6 STREET NW 5 STREET 2LD MR2 50% 2,925 6E6 1,25E 0.430 25% 1,463 692 258 0.175 NW 5 STREET NW 3 STREET 2L0 MR2 50% 2,925 666 1,258 0,430 NW 3 STREET NW 1 STREET a 25% 1,463 692 256 0.175 1L NW 1 STREET SW 1 STREET 2L IL SW 1 STREET SW 2 STREET 4LU SW 2 STREET SW 7 STREET 21-U MR3 25% 1,463 261 776 0.530 25% 1,483 692 256 0.175 SW 7 STREET SW B STREET 41U MR3 25% 1,483 261 778 0,530 25% 1.463 602 258 0.176 SW 8 STREET SW 11 STREET 2LU MR4 25% 1,463 276 813 0.556 25% 1,463 682 256 0.175 SW 11 STREET SW 13 STREET 2LU MR4 25% 1,483 276 813 0.556 25% 1,463 882 256 0,175 SW 13 STREET SW 15 ROAD 4LU NW 3 AVENUE NW 20 STREET NW 17 STREET 21U NW 17 STREET NW 14 STREET 2LU NW 14 STREET NW 9 STREET 2LU NW 9 STREET NW 5 STREET 3L NW 5 STREET SW 1 STREET 2L NE 20 STREET NE 2 AVENUE N, MIAMI AVENUE 2LU N. MIAMI AVENUE NW 3 AVENUE 4141 NW 3 AVENUE 1.95 4LD NE 15 STREETN J4ETIAN CBWY BISCAYNE ISLAND BAYSHORE DRIVE SAYSHORE DRIVE BISCAYNE BLVD 2t.D BISCAYNE BLVD N. MIA* AVENUE 2LU Eli -HAND SCHNARS, P.A. N:STRANPtAMPROJECTS12001116T161TABLE5111 MJLTRIX.V.K4 • TABLE 21.47 00904701949 M14193 76917 UPDATE 144M/044.11110 YOLUY4 MO CArtAC9 7 1611174110 CAM1XTg* 164T816 • 0ADWAY FR014 70 IX, 851A184 A0037. TED LO4 111 1 0ORR1046NPJ1ICULAR TYPE 3111343MAt WEttr- 14Aa6 14816E " -"-" 1H -rink r ROADWAY CAPACITY Ili PEfO-TRIP RAPACITY IIIPP94 1,4 141 ROADWAY V6M1cU1.A01 YOL19611 PAigr P6349.T9167 VOi.i7011 awe. 1 , 1Wl=141 P10060$ TRIP 087.40779' 77 ROADWAY P8R/009 TRIP to 494E P1411.T10P CAPACITY LOAp� II MOYER P4131.T*W CAPACITY 1,0AD+ t14r RAIL ►1R8LT7tr CAPACITY 1.0.4234 1111 TOTAL MALT P8R11-T940 0.4P4077.7r PCRSC4141 r TRAWf7 *M VOLUME 031 TOTAL TRAM :7 F!b VOLlt416 t141 TRANSIT N700.TR7* EYCY* CAIAC .4}AI,bA471TY 1251 161314841- PLRBO61 Mg t16r 640541357 P403061 TRIP 901.511E 117r *168IPJ1T S[IIB.TRIT 6YDtai tlAPAC7TY (1931 04113602 442004641 TRFP 01217104 ` 1017110- a RAIL NC >' V+G 0}, 120.94YIJE BLVD NE 54 STREET NE 43 STREY I94 E LE 1,610 C ,%0t 1,021 1,429 1,487 0.49 C 920 1120 500 149 751 3,81E) 1,698 2,214 0.419 C 68 , E 1,010 2,069 7,660 2,580 300 4.89 0 920 920 243 243 TT77 ,6i8 2,833 983 0,742 0 NE 48 STREET 1.185 N8 E LS 1,510 2,690 1,431 2,003 803 0.69 0 920 020 469 160 751 3,116 2,172 1,34.4 0.544 C .� 88 E 1,610 2,69E 2,04E 2,664 32 0.94 E 920 020 243 243 071 3,816 3,107 709 3014 0 .196 NE 35 STREET NB E LS 1,010 2,88E 1,334 1,1164 1,02E C.65 C 920 970 330 330 391 3,699 2,207 1,428 93.67E C yy SS E 1,810 2,696 1,689 2,225 871 0.77 0 920 920 240 246 $72 3,11E 2,473 1,343 0448 C NE 34 STREET NE 29 STREET NB E LS 1.010 2.60E 1.134 1,464 1,024 0,154 C 1,472 1!72 523 623 249 4,30E 3,391 1,977 0.547 C 68 E 1,810 2,088 1,51E 2,225 671 0,77 0 -2,252 2232 416 405 1,538 6,140 2,641 2,507 0.612 C NE 20 STREET NE 20 STREET NO E LB 1,750 2,680 1,416 2661 119 0,9E E 1472 1,472 522 523 949 4,272 3.204 4,06E 0.760 0 28 E 1,750 2,800 660 1,24E 1,564 0,46 i3 2,252 2,232 416 496 1,634 5,052 5,882 3,390 0.329 0 NE 20 STREET NE 19 STREET NO E LS 1,750 2,000 1,405 2247 553 0.40 0 1,472 1,472 523 523 940 4,272 2,770 1,502 0,546 0 58 E 4,750 2000 470 1,366 1,442 0.49 0 2252 2,252 446 416 1,634 8,062 1,774 3,276 0.361 0 NE 18 STREET NE 15 STREET NB E HS 1,750 2,000 1,750 2,463 337 0.6E E 7,469 900 2,429 442 44 486 1,243 6,225 2,040 2200 0.564 C 58 E 1,750 2,600 1,232 1,753 1,947 0.63 0 2249 960 32.011 303 53 436 2,773 4,200 2,169 3,620 0.314 0 NE 15 STREET NE 14 STREET NB E H9 1,760 2,600 1,674 2,344 458 0.84 E 1,028 980 1,488 678 44 722 1,266 4,748 3,000 1,722 0.940 0 911 2 1,730 2,600 910 1,247 1,613 0.4E 0 1,800 660 2,78E 405 63 53a 2,230 8,54E 1,025 3,743 0,326 i1 NE 14 STREET NE 13 STREET NB E HS 2,560 4,024 1,674 2,344 1,752 0.57 0 1,70E 260 2,666 752 44 706 1,670 8,742 3,140 3,622 0.464 0 se E 2,560 4,006 910 1,287 2,604 0.31 0 2,406 940 3,448 506 53 559 2,847 7,S42 1,648 5,696 0,246 C 4013, 1-345 449 E 89 2,640 4,00E 1,731 2,423 1,673 0.6E D 1,70E 960 2,648 744 44 722 1,674 6,762 3,240 3,647 0.474 0 • BB E 2,540 4,00E 1,687 2,376 1,720 0.58 i7 2,486 960 3,448 448 83 S61 2,496 7,542 2,027 4,610 0,368 0 1.325 NE 6 STREET NB E 19 1,140 5,024 1,432 2,005 3,019 0,40 0 2,406 960 3.444 367 81 421 3,016 8,471E 2,433 6,037 0267 C 58 E 2,560 4,098 1,50E 2,10E 1.944 0,61 D 1,70E 980 2,666 308 53 46t 2,218 0,712 2,530 4,202 0.37E i7 NE 0 STREET NE 3 STREET 748 E H9 3,140 3,024 1,690 2,374 2,660 0.47 0 1,700 060 2,666 677 91 746 1,601 7,690 3,143 4,640 0.400 O 68 E 1,140 5,024 746 1.044 3,980 0.21 C 2,444 960 3,448 449 79 550 2,647 8,470 1,603 4,0117 0.158 C NE 3 STREET NE 1 STREET NB E 1 HS 3,140 5,024 4,846 2,374 2,650 0.47 0 2,480 1,440 3,928 857 63 740 3,106 8,980 3,114 5,038 0.34E D 08 E E 3,140 5,024 746 1,944 3,5160 0.21 C 222E 1,440 3,404 - 324 66 430 3,21B . 6,490 1,494 7,16E 0,172 C NE 1 STREET SE 1 STREET NS E i HS 3,140 6,024 1,547 2,536 2,436 0.61 D 3,434 1,448 4,874 1,100 74 1,160 3,894 9904 3,716 6,132 0.380 0 SB E I 3,140 5,024 661 1,295 3.019 024 C 306 1,440 1,748 61 60 141 1,60E 6,770 1,344 5,424 0.100 C 5E 1 STREET SE 2 STREET Ns E HS 3,140 5,024 1,647 2,54E 2,43E 0.31 0 730 1,440 2220 187 106 293 1,9277 7244 2.879 4,305 0347 37 58 E 3,140 5,024 081 1,205 5,619 0,24 C 1,440 1,440 73 75 1,387 6,4414 1,275 5,108 0.146 C SE 2 STREET SE 4 STREET Na E•tW 88 2,040 5,2E-4 1,807 2,530 734 0.75 0 2,6E-0 2,880 243 203 2,877 6,144 2.733 3,411 0,44E 0 6 2 AVEMU64E(110IE.11 AVENUE NE 20 STREET NE 19 STREET 4E- E LS 7,615 2.504 731 1,023 1,081 0.40 0 713 713 148 108 513 3247 1,221 2,07E 0.370 D 38 E 1,615 2,564 572 717 1907 020 C 713 713 119 119 844 3,207 836 2,461 0.254 0 .. NE 19 STREET NE 14 STREET •NO E E 45 5,615 2,564 731 1,023 1,561 0,40 t) 430 480 22 22 410 3,064 1,046 2010 0.341 0 SR E ' 1,815 2,6E-4 612 717 1,667 0.20 0 518 480 066 64 28 110 660 3,5E-2 827 2,760 0231 C NE 14 STREET NE 13 STREET Na E HS 1,61E 2,584 731 1,023 1,581 0.40 C1 460 440 22 22 458 3,0E-4 1,046 2,01B 0,341 D 68 E 1,61E 2,564 512 717 1,897 0.28 C 1,070 400 1,660 308 26 33.E 1218 4,134 1,451 3,032 0.254 C NE 13 STREET 1.396 68 E•AW 85 3,070 4,912 1.427 1,570 3,334 0.32 0 1,070 960 2,030 264 100 344 1,04E 9042 1,992 4,000 0.263 C ..39E NE 3 STREET SB E•11N HS 3.070 4,912 671 939 3,973 0.10 0 1,070 060 2.030 264 136 420 1,410 0,942 1,358 6,613 0.126 C NE 3 STREET NE 1 STREET SS E-1W INS 2,070 4,912 671 439 3,973 0,10 3 1,330 1,440 2,770 234 111 54$ 2,426 7,662 1204 0.30E 0.187 C NE 9 STREET FL SOLER STREET se E-IW HS 3,070 4,012 871 939 3073 0.19 C 662 1,440 1,302 92 114 202 1,790 0,004 1,141 6,703 0.166 0 RADLER STREET .SE 1 STREET SB E-1W HS 3.070 4,912 071 030 3,973 0.19 C 4,440 1,440 114 114 1,326 6,362 5,053 6,299 0.118 C SE I STREET SE 2 STREET SS E•1W ri3 3.470 4,012 871 930 3,073 9,19 C 1,316 1,440 2,764 351 151 502 2,234 7,544 1,441 6,227 0.160 5E 2 STREET 51W4 STREET 58 E-910 80 3,770 6,032 071 230 6,003 0,14 C 1,344 2,660 4„726 370 151 621 3,705 10,96E 1,440 6,79E 0.142 C SE 4 sTREET SE 0 STREET N8 88 E £ HS 1,700 2,540 2,720 4,004 1,1117 1,340 1,171 . 1,675 1,044 2.220 0,42 0,48 0 C7 1,341 566 940 1,520 2,30E 2,401 368 115 104 360 Sig 475 1,777 2A51 6,026 ' 1,650 2,206 2,161 2,02E 4,23E 0434 0,357 0 D SE 8 STREET 8VY 13 STREET NE- f kS 1,700 2,720 756 t,i 44 1,404 0.41 D 644 440 4,443 2,465 240 114 274 440 ?,308 tow1,704 5,91E 0,374 0 88 f 1,70) 2,721E 1,24E 190 637 0,44 0 6416 1,220 1.443 3,94E 119 200 602 1,171 Z774 6,46* 3,064 9,61E 0441 0 1 61013 STREET 13W 16 ROAD 914 6 446 1.700 2,730 205 444 1,171 0.31 0 301 661 9,443 2,720 114 55 273 • 517 2.212 • 5A41 1,351 4J464 0.040 0 0 16 8 1,700 2,720 1.474 2,065 644 0.74 0 306 MO 1,443 2.724 26 67 482 016 1,414 6.44E 2,86E 2.141 0.834 '.. 1W 4683940 RICXEN6144XER 0907 Ma E LS 4,700 2,72a 410 1,13E 1.68E 0.42 0 304 1* tea 130 161, - 3,004E 1.273 1,714 940 0 II E 1,700 2,720 1,]W 1,0t0 110 0,70 0 301 304 22 93 214 MS T,ai2 1 jeM 0181 0 N:ITRFNhtAlAPR0449CT8128011167165TA5LC9111 L4ATRULW4.4 .EI'1 H ARO 50HNAR9, P.A. TABLE 21A7 • OONNTOW14 MLAYI 01U UPOAT8 /EN1/3M4TIUP VOLUME AN0 CAPACITY 113111111210 00N04T10148 MATRIX .. _ ,.,., MAIM )NJOC 1 i iR 4r u 4 N N Pi -a ...... Mitt i iii tttttt A s :gym 6 g sA:s:irs.sxir, E !"P.E5R i i rrigEW K 11/ ..1 1 1 1 o E EEi : riritali1-11 iMEE �a A N N N H 4� N N L H u � •� � •• - u w litjJRM ..Ei!!!3 i € o PI Pi 1_�__11 1 1 if YIN MOVER RAIL TOTAL TOTAL TRA11ITT 1YRtN4 280 AB41fiYIT » , PALM? PEICI.TR4P P1:4-TRIP TRAIRIAT •` - WJM 3T P#Rt-TRIP bM,Y6 43 81B1 Oat i4$-TRiI il'M ACWAY WAOTTY CAPACITY CAPACITY PRRi-oItlP •.----•� PEI1E ECRU TRIP TRIP i7CCE4ts 1' P F'A051 TO , LOAD. 1,040. LOAD. CAPACITY Boa 410Y$.is i1J16. VOL 11146 C pAC/TY gAPACTTY .,,.,:�: C.Air..- JA TANK. ''SWVi 411H NW 20 STREET NW 17 STREET 1,200 1,200 260 236 1,000 994 0,i19 G 9.223 G NW 17 STREET NW 14 STREET 559 55i 198 In Sat 1,839 476 1,341 02d0 D 554 559 140 140 415 7,539 439 1,413 0.222 C NW 14 STREET NW 9 STREET 114 114 56 44 58 1,394 33a TAM 0.242 0 . 114 114 16 16 96 1,364 34 7.090. 0.215 C NW 9 STREET NW 6 STREET 4,912 1,643 3,269 0314 t D NW 5 STREET SW 1 STREET 3,264 1,543 1,121 0.473 0 20 4TREET '678 NE 2 AVENUE N. 5049 AVENUE 195 195 38 38 159 1,475 599 0.564 0 195 195 26 26 167 1,475 715 760 0-465 0 0, 49IAM AVENUE NW 1 AVENUE 195 195 36 36 159 2,779 276 1,903 0.315 D 145 195 20 28 147 2,774 715 2,064 0.257 C NW 1 AVENUE 1.93 195 T95 196 195 38 28 36 20 766 187 2,616 2,916 578 715 2,039 2,200 0.301 0.345 72 C 15 BTP14177A 1.4441UU1 MKT • BISCAYNE ISLAND BAYS-410Ra DRIVE 46 46 46 45 24 16 24 16 11 27 1,320 1,389 430 489 939 420 0.324 0.336 0 0 , 6AY57ORE DRIVE BISCAYNE BLVD 646 270 546 270 74 37 74 37 47`i 239 1,800 1,614 550 0P0 1,340 1,094 0.61 0.322 0 0 BISCAYNE 9LY0 N, MIAl4I AVENUE 1,360 1310 205 367 1,025 923 0.169 0.219 0 0 1414TREET BAYS4OR€ DRIVE BISCAYNE BLVD 2,008 2,739 2,00E 2,719 146 774 846 774 1,142 1,155 4,862 5,323 1,143 921 3,449 4,402 0249 0.173 C 0 BISCAYNE BLVD NE 1 AVENUE 482 542 662 882 244 238 284 238 392 - 444 3,268 1,962 510 462 2,752 1,453 0.156 0244 0 D NE 1 AVENUE N WWI AVENUE 130 130 110 130 46 14 48 14 64 116 2,714 1,410 270 251 2,444 1,152 0.059 0.163 D C N MIA15 AVENUE MN 2 AVENUE 130 110 46 46 64 1,410 370 1,140 0.191 C 130 730 14 14 115 1,410 256 1,152 0,153 C 588257ENUE 1sW3AVENUE 446 445 445 445 114 442 114 142 331 303 1,725 1,725 336 366 1,367 1,330 0,108 0-224 0 0 NW 3 AVENUE 1-25 1,260 1,260 241 274 1,039 1,006 0.155 0214 C C 118TA61`T 3,170 0.079 C NW 1 AVENUE 1.26 114 114 15 16 - 46 3,378 268 10 STREET 3,139 0.071 C NW 3 AVENUE 1-95 114 114 64 54 53 3,376 240 6 WNW/PORT BOULEVARD 1,7f9 2,301 0.437 D E. OF PORT BRIDGE BISCAYNE BLVD 4,096 4,1144 232 3,264 0.231 0 BISCAYNE BL3O NE 1 AVENUE 2,880 2,880 214 214 2,686 7,792 1,074 6,716 0.138 C NE 1 AVENUE N 1455* AVENUE 566 2,580 3,714 159 214 403 3,385 7,032 1,263 5,760 0160 C N SAIATAI AVENUE Nw 1 AVENUE 510 2,880 9,390 141 214 965 3,035 6,664 1,215 5,439 0.163 C NW 1 AVENUE NW 1 CT 2,360 2.410 214 214 2,602 6,144 1,074 5,070 0.179 C NW 505 7M2AVEA IE 315 315 75 70 244 2579 836 2,644 0201 C NW 2 AVENUE NW 3 AVENUE 309 302 132 1Y2 17T 1,673 992 3,661 0374 C AA I1 AVENUE 8-01 309 361 132 532 177 4321 062 4,228 0,446 0 'ffb NATAMPLAMPROJECTS12C00,107%17Ai42.E5118MM' M.WK4 ITN AND SCHWAS, PA. • PA 16 Ntw.2001 ROADWAY F ROM SI$CAYNE BLVD NE 54 STREET NE 48 STREET I-195 NE 36 STREET NE 20 STREET NE 20 STREET NE 18 STREET N€ 15 STREET NE 14 STREET NE 13 STREET 1.305 NE 6 STREET NE 3 STREET NE 1 STREET 5E 1 STREET SE 2 STREET NE 2 AVENUE/8RIC1( NE 20 STREET NE 19 STREET NE 44 STREET NE 13 STREET 1.395 NE 3 STREET NE 1 STREET FLADLER STREE 5€ 1 STREET SE 2 STREET SE 4 STREET SE 8 STREET SW 13 STREET SW 15 ROAD KEITH AND SCHWAS, P.A. TABLE 21.010 O0NMT0WN MIAMI OM UPDATE YEAR 200E PERSON TRIP CONO 110035 FAClL7Y TYPE MEMO LAt4ES, AM! P4A_ COUNT DATE„�VOiU44E 11} EMSTiNG PEJRBON TTUP YR 2006 9104 PER3(N4 TRIP _VOLU4CE 13) coNw- TTED DES._ YR 200 TOTAL ERG MOON TRW FUTURE PERSON TRW CAPACITY TOTAL (3) IWO PERSON TRIP VAS,1L01 {4} 6441 PRQJ, PER60M _TRIG' YR 2609 TOTAL PERSON TRIP VO4.:-„„, FIJTUPR PERSON TRIP GAPAGrTY T0T- i$1 TOTAL PER6404 i q,;.�..,-.•,' A%oF NAx 1r V57i:;, Tates 4E8REA '4 TF1A1i !%; 't�"I4Y30i NE 48 STRET 410 AM 07/18/00 1,598 1,683 119 1,E02 3,950 0.458 C 56 1,856 3.96Q_`i 0.470 C 1.42'% 140 2,833 2,964 163 3,147 3,950 0,791 D 83 3.240. 3,980 0.620 0. 2.35% NO 1.195 41.0 AAA 09112/00 2,172 2,288 138 2,428 3,950 0.614 C 70 2,496 3,960 0,632 C 1.77% NO 3,107 3,273 195 3,456 3,960 0.878 D 116 3,664 3,960 0.907 D 2.94% NO NE 30 STREET 41.0 P444 08029/00 2,207 2,325 325 2.650 3,950 0.871 0 780 2,830 3,860 0.716 L) 4.60% NO 2,473 2,605 256 2,881 3,950 0.724 0 158 3,017 3,950 0.764 D 3,96% 140 NE 29 STREET 4L0 PM 0802800 2,391 2,519 519 3,038 4446 0,883 O 240 3.270 4,446 0.737 D 5.401E YES 2,641 2,782 410 3.192 6,478 0,478 C 206 3.400 8,676 0.509 C 3.11% No NE 20 STREET 4LD PM 05/01401 3204 3,356 682 4,030 4,350 0.928 E 300 4,338 4,350 0.997 E 6.9014 YES 1,682 1,741 520 2,270 5,582 - 0.345 0 2.00 2,530 6,682 0.364 0 3,9664 NO NE 19 STREET 4L0 PM 043/03/99 2,770 2,935 773 3,708 4,350 0.652 E 292 4,000 4,350 0,920 E 8.71% YES 1,774 1,883 666 2,476 6,582 0.378 0 254 2,730 6,582 0.415 O 3.881E NO NE 15 STREET 4L0 PM 09 07/00 2.94E 3,107 620 3.727 5,310 0.702 D 313 4,042 5,310 0.731 0 5.93% YES 2,189 2,306 484 2,730 7,542 0,370 0 273 3,083 7,542 0.406 D 3.8264 NO NE 14 STREET 41..0 PM 04/13/99 3.066 3,249 645 4,094 4,942 0.628 0 240 4,334 4,942 0.877 E 4.86% NO 1.825 1,934 648 2,582 7.174 0.360 D 208 2,790 7,174 0.389 0 2.90% NO NE 13 STREET 610 PM 04/13199 3.140 3,327 1,099 4,426 8,604 0,650 0 412 4,838 6.804 0.711 Cr 6.0664 YES 1,848 1,955 834 2,790 9.038 0.309 0 358 3,148 9,035 0.348 0 3,96% NO 4.365 61.,0 P+14 0611719E 3,215 3,406 1,313 4,719 6.804 0.694 O 744 5,454 6,604 0.604 0 11,01% YES 2,927 3,101 690 4,091 9,036 0.453 0 551 4,742 9.036 0.525 D 72064 YES NE 6 STREET 40. AM 05/17/69 2,433 2.376 642 3.420 9,964 0.343 0 457 3,677 9,964 0.389 D 4,59% NO 3L 2,559 2,711 1,263 3574 6,804 0,584 0 760 4,734 5,804 0.698 D 11.17% YES NE 3 STREET 8.0 PM 04/25V1 3,142 3.291 1,138 4,42.9 7,732 0.573 0 496 4,924 - 7.732 0.837 0 6.40% YES 1,503 1,67E 861 2,540 9934 0.255 C 429 2.968 9,964 0.298 D 4.31% NO NE 1 STREET MD P4,4 04126 01 3,114 3,261 1,220 4,481 10.924 0.410 D 532 5,013 10,924 0.45E 0 4,6764 NO 1,494 1,565 920 2,485 10,676 0.233 C 462 2,947 10,676 0276 C 4.3364 NO SE 1 STREET • wwww: mwwwww R Ell wwwwwww w w w w w w w w l ea 2223223 2 3 3 ER 2 3 2DZDZ 2 23 OLD PM 06/1699 3,756 3,990 985 4.955 11,764 0.421 O 390 6345 11,764 0.484 0) 3.32% NO 1,346 1,426 734 2,160 7,258 0.298 0 336 2,496 7.258 0,344 D 4.86% NO SE 2 STREET 84.0 PM 05016199 2,879 3,050 647 3,591 9,476 0.392 0 292 3,889 9,176 0,424 D 3.169E NO 1,278 1,354 429 1,763 8,944 0T27 C 254 2,037 8,944 0.293 0 3.86% NO 5E 4 STREET 21.0W AJ4 06/29,99 2.733 2,696 179 3,075 7,104 0,433 D 91 3,166 7,104 0.446 D 12864 NO .LL AVENUE NE 19 STREET 4LU PM 07/06,00 1,221 1,286 636 1,922 3,411 0.618 D 360 2,282 3,111 0.734 0 11.37% YES 836 881 529 1,410 3,111 0.453 D 362 1,722 3,111 0,554 0 10.03% YES 14€ 14 STREET 4LU PM 07/ 6100 1,045 1,101 647 4,748 3,064 0.570 i) 397 2,146 3,064 0.700 0 12.65% YES 827 871 637 1,408 3,405 0.414 0 345 1.753 3,406 0.5{5 0 10.13% YES NE 13 STREET - 4LU PM 07/06100 1,045 1,101 524 1,625 3,064 0,530 D 346 1,970 3.064 0.643 D 11,2664 YES 1,051 1,107 447 4,554 3.901 0.396 0 299 1.653 3.901 0.475 0 7.6614 YES 1.395 311.. AM 04/25/01 1,962 2.055 493 2,548 6.709 0.380 D 267 2,815 6,709 0,420 D 3,98% NO NE 3 STREET 31. AM 04/25001 1,359 1,423 398 1,821 8.70E 0.271 C 197 2,016 8,70E 0.301 0 2,9464 NO NE 1 STREET 3. AM 04/25/01 1,264 1,345 438 1,783 7,917 0,225 C 244 2,027 7,917 0256 C 3.0864 140 FLAGLERSTREET 31, AAA 04125831 1,141 1,196 481 1,856 7,328 0.226 C 244 1,900 7,326 0259 C 3.3364 NO SE 1 STREET 3L AM 04/25001 1,053 1,103 474 1,577 6,832 0.231 C 302 1,879 6,832 0.275 C 4,4264 NO SE 2 STREET 34. AM 64/25831 1,441 1,509 347 1,856 9,560 0.194 C 180 2,036 9,560 0.213 C 1.86% NO SE 4 STREET 4, AM 1 4/25001 1,460 1,52E 713 2,242 12,666 0.177 C 441 2,683 12,666 0212 C 3.48% NO SE 8 STREET 21- PM 08/29199 2,205 2,336 865 3,201 6,474 0.494 D 618 3,819 6,474 0. '+ D ' 9.55% YES 31.. 2.351 2,491 1,153 3,644 8,578 0.554 D 742 4,356 41,578 0.862 D 105264 TES SW 13 STREET 4LD P44 05/25199 1,794 1,901 486 2,367 5,705 0.418 0 345 2,732 5,705 0.479 D 6.0364 YES 3.054 3,236 543 3,879 5,665 0.582 D 397 4.216 8.885 0,642 0 5,96% YES SW 15 ROAD 410) PM 06/29199 1,361 4,442 181 1,623 5,457 0297 D 98 1,721 5,457 0.315 0, 1.8064 NO 2,881 3,053 225 3,278 5,457 0,801 0 112 3.390 5,457 0.621 O 2.05% NO RICKENUACKER CSWY 41.0 PM 06/2999 1,272 1,932 1,348 2.047 174 215 1,522 2,262 3,034 3,034 0.502 0,748 D D 98 112 1,620 2,374 3,034 - 3,034 0.534 0.762 D 0 3.23% 3.8964 NO NO N:1T RAN P L AN1PR0J E C T S\20011167161TABL0S111 MA TR/X, Vr%4 20-Nov,2001 ROADWAY 11 FROM . rNwV 2 AvowJo NW 11 STREET NW 6 STREET NW 6 STREET NW 5 STREET NW 3 STREET NW 1 STREET SW 1 STREET SW 2 STREET SW 7 STREET SW 6 STREET SW 11 STREET SW 13 STREET NW 3AVENUE NW 20 STREET NW 17 STREET NW 14 STREET MW 9 STREET NW 5 STREET NE 20 STREET NE 2 AVENUE N. MIAM AVENUE NW 3 AVENUE E 15 STREETNENETUW BISCAYNE ISLAND BAYSS4ORE DRIVE BISCAYNE BLVO NW 8 STREET NW 0 STREET NW 5 STREET NW 3 STREET MW 1 STREET SW 1 STREET SW 2 STREET SW 7 STREET 5W 8 STREET SW 11 STREET SW 13 STREET SW 15 ROAD NW 17 STREET NW 14 STREET NW 9 STREET NW 5 STREET SW 1 STREET N. MLJ4I AVENUE NW 3 AVENUE 1.95 CSWY BAYSI4ORE DRIVE BISCAYNE 6LVD N. MIAI# AVENUE DIR NB se NB SB NB SS NB S8 NB 58 NB Se NB 5B Na 5B NB 58 NB 88 NB SB NB 56 NB 58 NB SS NB SS NB NB ES WO es W8 ES WB EB We Ee W8 88 W8 TA6LE 21,010 DOWNTOWN M1AMI ORI UPDATE YEAR 2001 PFNSON TRW CONDITIONS • m RMel mm mmmmmm 8 �mmmmmm mmmmmmmmmmrnmmmmmmmtnmmmmm FACILITY TYPE E70117093 LANES_, AW PM COUNT Ili E308TINO PERSON TRW YOLumE YR2001 8100 PERSON TRW VOLUME [3I CORMS- TTED pew. YR 2006 TOTAL 140 PERSON TRW FUTURE PERSON TRIP CAPACITY TOTA3. 151 6140 PutiOP TRH' -won . * {I), 10041 PRO.). MEOW _ TWA YR2001 TOTAL PEREOM TRIP z904,15M6 FUTURE PERSON TRW CAPACITY TOTAL 161 TOTAI. PERf43N TRW P61OJ.AS A %OF MAX MACE V Paco. TRIPS OREA TRAM S% ,VIE lt1 21.1.3 PM _DATE .. 0824/01 1,173 1229 435 1.664 4,515 0,369 D 202 1,866 4,545 o cici ] oa OOQdp 40Cg OOOOOOOGCr1 OOO oo G7 P t? 00 sici G1 m Cl Ca Cs Pac ... ................ D 4.4794 940 1,050 1,100 376 1,476 3,053 0.483 0 173 1,1352 3,053 D 5.76% YES 21.0 PM 04/2510/ 2,528 2,648 374 3,022 8,974 0.337 0 112 3,134 8,979 D 1259E NO 1,193 1,255 332 1,587 3.739 0.490 0 98 1,685 3.239 0 3.039. NO 2L0 P4.4 0412501 2,448 2,564 364 2.928 6,857 0.331 0 97 3.025 6,867 0 1,10% N0 1.0,35 1,105 324 1,429 2,807 0.509 0 65 1,514 2.807 0 3.03% 190 2LD PM 04f25101 2,448 2,564 374 2,938 5.857 0.332 0 112 3,050 8.857 D 126% 340 1,150 1,204 332 1,536 3.427 0.448 0 90 1,834 3,427 0 2.66% NO 2L PM 04/25701 1.399 1,485 435 1,900 7,172 0.265 C 187 2,067 7,172 0 2.61% NO 13, 458 478 378 854 1,900 0.449 D 183 1,017 1,900 0 8.59% YES 2L P*1 04725101 1.026 1.075 506 1,531 2,706 0.584 0 172 1,753 2,708 D 6.35% YES S. 456 478 426 906 1,930 0.477 0 150 1,056 1.900 0 7,89% YES 4LU PM 042501 987 1.013 294 1.307 2,554 0.506 0 150 1,457 2,564 O 5.110% YES 913 958 223 1,179 2,584 0.466 0 130 1.309 2.564 0 5,03% YES 2LU PM 04R5101 1,248 1,605 1.307 1,881 396 297 - 1,703 1,678 2,743 2,743 0.621 0.721 0 D 247 215 1,950 2,193- 2,743 2,743 0 D 9.00% 7.84% YES YES 4LU PM 04/25/01 1,248 1.611 1,307 1,687 230 304 1,537 1,991 4,047 4,179 0.380 0.476 0 0 150 172 1,687 2,163 4,047 4,179 0 0 3.71% 4.12% NO 140 251.1 PM 04/25/01 3,243 1,302 153 1,489 - 2.743 0.534 D 96 1.563 2,743 O 3,57% NO NO 1,611 1,687 212 1,899 2,875 0,661 0 112 2,011 2,875 0 3,90% 23.1) PM 04/25,01 1,243 1.605 1,302 1,4561 156 202 1,45E 1,883 2,743 2,743 0.532 0.686 0 O 91 105 1.549 1,968 2,743 2,743 0 0 3,32% 3.5314 640 NO 4LU PM 04/17/01 302 386 318 414 74 90 390 504 2,584 2,564 0.151 0.196 C C 26 30 416 534 2,584 2,584 C 13 1.01% 1,16% 140 NO 2LU PM 07/06100 280 286 295 301 20 15 315 316 1280 1280 0.246 0.247 D 0 22 20 337 338 1,280 1.260 D 0 1,72% 1.55% 640 MO NO 2LU PM 07/06/00 478 426 504 449 51 37 555 480 1,838 1.838 0.302 0.264 0 0 30 26 585 512 1,833 1,638 0 0 1.53% 1.41% 140 NO 2LP P14 07/06/00 338 304 356 320 82 80 438 360 1,404 1,404 0.312 0,271 0 0 52 48 490 428 1,404 1,404 D 0 3.70% 3.28% NO 31. PM 04/25101 1,543 1,516 122 1,738 4,912 0.354 0 97 1,635 4,942 0 1.97% NO 2L 114 04/2501 1,543 1,510 264 1,870 3.264 0.573 D 480 2,350 3264 D 14.71% YES 21.0 AM 04724/00 876 715 923 753 148 98 1,071 851 1.466 1,466 0.731 0.580 0 0 48 28 1,117 679 1,466 1,466 0 0 3.14% 1,91% 3.571'. NO 740 NO 41.0 AM 04124/00 876 715 023 753 219 141 1,142 894 2,770 2,770 0.412 0.323 0 .0 99 59 1,241 953 2,770 2,770 0 0 0 2.13% 3.569. NO NO 4LD AM 04/24/00 876 716 923 753 175 134 1,096 887 2.906 2.906 0.378 0.306 0 0 104 53 1202 950 2.906 2.906 0 2.17% NO 2LD PM 09/12/00 453 40V 474 494 60 82 534 576 1,443 1,443 0.370 0.390 D 0 52 60 585 836 1,443 1,443 0 0 3.60% 4.169. 5.35% 390 640 YES 2LD PM 09112/00- 550 520 579 548 186 255 756 603 1,943 1.695 0.394 0474 0 0 104 120 869 923 1,943 1,805 D 0 - 7.11 0.B9% YES 348 21-U PM 04112100 255 357 260 376 t12 153 381 529 1.280 - 1,290 0298 0,413 0 0 124 142 505 671 12130 1,250 0 D 11.09% YES N:ITRANPLAMPROJECT5120011187181TABLE31111VATR3X.WK4 E1T11 AND SCHNARS, P.A. Lima Bus Ridership information Bus Route 9 10 PM Peak Headways 12 min 40 min PM Peak Vehicles 18 6 Bus Capacity 38 42 Average PM Peak Ridership2 PM Peak Capacity3 NB 31 NB 29 SB 11 SB 7 684 252 Notes: 1 - Bus ridership and capacity information was based on information provided by MDTA. 2 - Average PM Peak ridership was calculated from ridership information obtained from drivers tog. 3 - Calculated based on number of PM Peak vehicles times bus capacity. • • BUS OCCUPANCY INFORMATION ROUTE DIRECTION LOCATION 1 BUS # RUN # DATE TIME [PASSENGERS 17:57 - 13 9 NB NE 2 Avenue / NE 46 Street 9909 5067 5/25/2005 NB NE 2 Avenue / NE 46 Street 4113 5067 1/3/2005 17:17 43 NB NE 2 Avenue / NE 46 Street . 9736 5065/5073 6/1/2004 15:37 37 SB NE 2 Avenue / NE 20 Street 9909 5067 5/25/2005 17:19 6 SB NE 2 Avenue / NE 20 Street 4113 5067 1/3/2005 16:43 24 SB NE 2 Avenue / NE 20 Street 9736 5065/5073 _ 6/1/2004 18:41 3 10 NB NE 2 Avenue / NE 46 Street 9972 - 5077 6/21/2005 16:29 20 NB NE 2 Avenue / NE 46 Street 9351 5080 12/30/2004 18:30 26 NB NE 2 Avenue / NE 46 Street 9411 5079 4/14/2003 16:37 40 SB NE 2 Avenue / NE 20 Street 9972 5077 6/21/2005 18:42 8 SB NE 2 Avenue / NE 20 Street 9351 5080 12/30/2004 18:02 8 SB NE 2 Avenue / NE 20 Street 9411 5079 4/14/2003 18:38 6 Source: MDTA • MDTA BUS ROUTE PASSENGER INFORMATION Lima PK Period: PM ROUTE: 9 BUS: 9909 RUN: 5067 SEATS: 38 DATE: 5/25/2005 DAY: Wednesday TIME: Start: 15:59 End: 19:14 NORTHBOUND Project # 05203 LOCATION/SEGMENT NE 2 Avenue 1 NE 20 Street Time In 17:49 At Points Between Points Aev Off 11 0 On Lv 1 12 Off 0 On 0 NE 2 Avenue / NE 29 Street 17:52 12 0 1 13 0 NE 2 Avenue / NE 36 Street 17:55 12 0 2 14 0 0 NE 2 Avenue / NE 46 Street 17:57 14 2 1 13 0 0 SOUTHBOUND LOCATION/SEGMENT NE 2 Avenue / NE 46 Street Time In 17:13 At Points Between Points Anv Off 8 On 0 Lv 7 Off 0 On 0 NE 2 Avenue / NE 36 Street 17:15 7 0 6 0 NE 2 Avenue / NE 29 Street 17:16 5 0 6 0 0 NE 2 Avenue / NE 20 Street 17:19 6 0 0 6 0 0 PK Period: f'f ROUTE: 9 MDTA BUS ROUTE PASSENGER INFORMATION Lima Project # 05203 BUS: 4113 RUN: 5067 SEATS: 38 DATE: 1/3/2005 DAY: Monday TIME: Start: 15:54 End: NORTHBOUND 18:47 LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NE 2 Avenue / NE 20 Street 17:08 44 2 1 43 1 0 `NE 2 Avenue / NE 29 Street 17:10 42 1 0 41 0 1 NE 2 Avenue / NE 36 Street 17:15 42 2 7 47 4 0 NE 2 Avenue / NE 46 Street 17:17 43 0 0 43 4 0 SORTHBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NE 2 Avenue / NE 46 Street 16:32 28 0 29 4 1 NE 2 Avenue / NE 36 Street 16:37 26 4 2 24 2 NE 2 Avenue / NE 29 Street 16:41 26 2 0 24 2 4 NE 2 Avenue / NE 20 Street 16:43 26 2 0 24 3 • PK Period: PM ROUTE: MDTA BUS ROUTE PASSENGER INFORMATION Lima 9 DATE: 6/1 /2004 NORTHBOUND Project # 05203 BUS: 9736 RUN: 5065/5073 SEATS: 42 DAY: Tuesday TIME: Start: 15:11 End: 18:48 LOCATION/SEGMENT Time to At Points Between Points Arry Off On Lv Off On NE 2 Avenue / NE 20 Street 15:24 30 0 0 30 2 0 NE 2 Avenue / NE 29 Street 15:26 28 0 0 28 0 0 NE 2 Avenue / NE 36 Street 15:34 28 0 7 35 1 4 NE 2 Avenue / NE 46 Street 15:37 38 1 0 37 4 6 SOUTHBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv on On NE 2 Avenue / NE 46 Street 18:33 10 1 0 9 NE 2 Avenue / NE 36 Street 18:35 8 5 1 4 0 0 NE 2 Avenue / NE 29 Street 18:39 4 0 0 4 1 0 NE 2 Avenue / NE 20 Street 18:41 3 0 0 3 0 0 • MDTA BUS ROUTE PASSENGER INFORMATION Lima PK Period: PM Project # 05203 ROUTE: 10 BUS: 9972 RUN: 5077 SEATS: 38 DATE: 6/21/2005 DAY: Tuesday TIME: Start: 16:11 End: 18:51 NORTHBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NE 2 Avenue / NE 20 Street 16:23 13 0 2 15 0 0 NE 2 Avenue l NE 29 Street 16:25 15 0 15 0 0 NE 2 Avenue / NE 36 Street 16:28 15 0 3 18 0 NE 2 Avenue / NE 46 Street 16:29 19 1 2 20 0 0 SOUTHBOUND LOCATION/SEGMENT NE 2 Avenue / NE 46 Street Time In 18:36 At Points Between Points Arry Off 5 1 On Lv 4 Off On NE 2 Avenue / NE 36 Street 18:37 8 0 0 8 0 0 NE 2 Avenue / NE 29 Street 18:40 8 0 0 8 1 1 NE 2 Avenue / NE 20 Street 18:42 8 0 0 8 0 0 MDTA BUS ROUTE PASSENGER INFORMATION Lima PK Period: PM Project # 05203 ROUTE: 10 BUS: 9351 RUN: 5080 SEATS: 42 DATE: 12/330/2004 DAY: Thursday TIME: Start: 17:08 End: NORTHBOUND 19:15 LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NE 2 Avenue 1 NE 20 Street 18:25 20 0 0 20 1 NE 2 Avenue / NE 29 Street 18:26 19 1 0 18 2 NE 2 Avenue / NE 36 Street 18:29 19 8 26 0 0 NE 2 Avenue / NE 46 Street 18:30 26 0 0 26 0 1 SOUTHBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off T On NE 2 Avenue / NE 46 Street 17:56 8 0 9 0 NE 2 Avenue / NE 36 Street 17:58 8 2 0 6 0 0 NE 2 Avenue / NE 29 Street 18:00 6 0 0 6 0 0 NE 2 Avenue / NE 20 Street 18:02 6 0 2 8 0 • MDTA BUS ROUTE PASSENGER INFORMATION Lima PK Period: PM Project # 05203 ROUTE: 10 BUS: 9411 RUN: 5079 SEATS: 43 DATE: 4/14/2003 DAY: Monday TIME: Start: 16:11 End: NORTHBOUND 18:45 LOCATION/SEGMENT Time in At Points Between Points Arry Off On Lv Off On NE 2 Avenue / NE 20 Street 16:26 39 0 38 0 NE 2 Avenue / NE 29 Street 16:29 34 35 1 0 NE 2 Avenue / NE 36 Street 16:34 34 0 7 41 2 NE 2 Avenue / NE 46 Street 16:37 40 2 2 40 2 0 SOUTHBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NE 2 Avenue / NE 46 Street 18:34 6 O 5 0 NE 2 Avenue / NE 36 Street 18:35 6 0 6 O 0 NE 2 Avenue / NE 29 Street 18:37 6 O 6 O 0 NE 2 Avenue / NE 20 Street 18:38 6 O 0 6 2 0 LIMA Bus Ridership Information' Bus Route 36 PM Peak Headways 17 min 15 min PM Peak Vehicles 16 18 Bus Capacity 38 38 Average PM Peak Ridership2 PM Peak Capacity3 EB 20 EB 13 WB 30 WB 22 608 684 Notes: - Bus ridership and capacity information was based on information provided by MDTA. 2 - Average PM Peak ridership was calculated from ridership information obtained from drivers log. 3 - Calculated based on number of PM Peak vehicles limes bus capacity. • BUS OCCUPANCY INFORMATION ROUTE DIRECTION LOCATION BUS # RUN # DATE TIME PASSENGERS 36 __ EB NW 36 Street / Biscayne Blvd 9715 1183 4/25/2005 17:03 12 EB NW 36 Street / Biscayne Blvd 2170 1064 10/15/2004 16:31 34 EB NW 36 Street / Biscayne Blvd 2025 1064 10/14/2004 16:15 13 WB NW 36 Street / NW 7 Avenue 9715 1183 4/25/2005 17:40 37 WB NW 36 Street / NW 7 Avenue 2170 1064 10/15/2004 16:53 . 33 WB NW 36 Street / NW 7 Avenue 2025 1064 10/14/2004 16:49 19 J EF3 NW 36 Street / Biscayne Blvd 3191 1223-5 6/9/2005 16:43 17 EB NW 36 Street / Biscayne Blvd 4205 1227 4/28/2005 16:56 7 EB NW 36 Street / Biscayne Blvd 3198 1218/1228 12/6/2004 18:34 16 WB NW 36 Street / NW 7 Avenue 3191 1223-5 6/9/2005 17:49 9 WB NW 36 Street / NW 7 Avenue 4205 1227 4/28/2005 18:03 40 WB NW 36 Street / NW 7 Avenue 3198 1218/1228 ,12/6/2004 16:16 17 MDTA BUS ROUTE PASSENGER INFORMATION LIMA PK Period: PM Project ft 05203 ROUTE: 36 BUS: 9715 RUN: 1183 SEATS: 42 DATE: 4/25/2005 DAY: Monday TIME: Start: 16:16 End: 18:23 EASTBOUND LOCATION/SEGMENT Time In NW 36 Street ./ NW 7 Avenue 16:56 At Points Between Points Arry 19 Off On 3 4 Lv 20 Off 0 On 0 NW 36 Street / NW 2 Avenue 16:58 20 8 2 14 2 0 NW 36 Street / Biscayne Blvd 17:03 12 10 0 2 0 0 WESTBOUND LOCATION/SEGMENT NW 36 Street ! Biscayne Blvd Tirne In 17:33 At Points Between Points Any 14 Off 0 On Lv 21 35 Off On NW 36 Street / NW 2 Avenue 17:36 35 5 7 37 0 0 NW 36 Street / NW 7 Avenue 17:40 37 4 7 40 2 6 MDTA BUS ROUTE PASSENGER NFORMATION LIMA PK Period: PM ROUTE: 36 BUS: 2170 RUN: 1064 SEATS: 38 DATE: 10/15/2004 DAY: Friday TIME: Start: 16:30 End: EASTBOUND Project # 05203 18:36 LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NW 36 Street / NW 7 Avenue 16:24 38 1 2 39 1 4 NW 36 Street / NW 2 Avenue 16:26 42 11 5 36 2 0 NW 36 Street 1 Biscayne Blvd 16:31 34 17 0 17 5 0 WESTBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NW 36 Street / Biscayne Blvd 16:46 9 0 14 23 O 4 NW 36 Street 1 NW 2 Avenue 16:49 27 0 3 30 O 3 NW 36 Street / NW 7 Avenue 16:53 33 5 2 30 O 0 MDTA BUS ROUTE PASSENGER INFORMATION LIMA PK Period: PM Project # 05203 ROUTE: 36 BUS: 2025 RUN: 1064 SEATS: , 38 DATE: 10114/2004 DAY: Thursday TIME: Start: 15:27 End: EASTBOUND 17:26 LOCATIONISEGMENT NW 36 Street / NW 7 Avenue Time In 16:07 At Points Between Points Arry 21 Off On Lv 0 2 23 Off 2 On 0 \NW 36 Street / NW 2 Avenue 16:10 21 9 1 13 1 NW 36 Street / Biscayne Blvd 16:15 13 9 0 4 0 WESTBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NW 36 Street / Biscayne Blvd 16:40 5 1 5 9 0 9 NW 36 Street / NW 2 Avenue 16:46 18 19 1 NW 36 Street / NW 7 Avenue 16:49 19 3 3 19 4 1 MDTA BUS ROUTE PASSENGER INFORMATION LIMA PK Period: PM Project # 05203 ROUTE: J BUS: 3191 RUN: 1223-5 SEATS: 38 DATE: 6/9/2005 DAY: Thursday TIME: Start: 15:35 EASTBOUND LOCATION/SEGMENT Time In At Points End: 18:41 Between Points Arry Off On Lv Off On NW 36 Street / NW 7 Avenue 16:36 21 1 0 20 2 NW 36 Street / NW 2 Avenue 16:39 19 0 0 19 1 0 NE 36 Street / NE 2 Avenue 16:42 18 0 17 0 0 NE 36 Street / Biscayne Blvd 16:43 17 7 11 0 0 WESTBOUND LOCATION/SEGMENT NE 36 Street / Biscayne Blvd Time Irf 17:42 At Points Between Points Arry 9 Off On Lv 0 0 9 Off On 0 NE 36 Street / NE 2 Avenue 17:44 9 2 3 10 0 0 NW 36 Street / NW 2 Avenue 17:47 10 1 0 9 0 0 NW 36 Street / NW 7 Avenue 17:49 9 0 2 11 0 0 MDTA BUS ROUTE PASSENGER INFORMATION LIMA PK Period: PM Project # 05203 ROUTE: J BUS: 4205 RUN: 1227 SEATS: 38 DATE: 4/28/2005 DAY: Thursday TIME: Start: 15:50 18:56 End: EASTBOUND LOCATION/SEGMENT Time in At Points Between Points Arry Off On Lv Off On NW 36 Street / NW 7 Avenue 16:51 22 7 0 15 2 0 NW 36 Street / NW 2 Avenue 16:54 13 3 0 10 0 0 NE 36 Street/ NE 2 Avenue 16:55 10 3 0 7 0 0 NE 36 Street / Biscayne Blvd 16:56 7 3 0 4 0 0 WESTBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NE 36 Street / Biscayne Blvd 17:57 20 0 20 40 0 0 NE 36 Street / NE 2 Avenue 17:59 40 0 4 44 1 0 NW 36 Street / NW 2 Avenue 18:01 43 4 1 40 NW 36 Street / NW 7 Avenue 18:03 40 0 2 42 2 0 • MDTA BUS ROUTE PASSENGER INFORMATION LIMA PK Period: PM Project # 05203 ROUTE: J BUS: 3198 RUN: 1218/1228 SEATS: 3Ei DATE: 12/6/2004 DAY: Monday ___ TIME: Start: 15:45 End: EASTBOUND 19:03 LOCATION/SEGMENT Time In • At Points Between Points Arry Off On Lv Oft On NW 36 Street / NW 7 Avenue 18:30 17 1 0 16 0 0 NW 36 Street / NW 2 Avenue 18:32 16 0 0 16 0 0 NE 36 Street / NE 2 Avenue 18:33 16 0 0 16 0 0 NE 36 Street / Biscayne Blvd 18:34 16 4 1 13 0 0 WESTBOUND LOCATION/SEGMENT Time In At Points Between Points Arry Off On Lv Off On NE 36 Street / Biscayne Blvd 16:11 19 0 0 19 0 0 NE36Street/NE2Avenue 16:12 19 0 0 19 1 1 NW 36 Street / NW 2 Avenue 16:14 19 3 0 16 0 1 NW 36 Street / NW 7 Avenue 16:16 17 0 0 17 5 3 Appendix D Intersection Capacity Analysis Worksheets NE 29 Street / Biscayne Blvd MOVEMENT NHL N534 NBR 5BL SBT San EBL EST ESA W 33L W 3T WSR EXISTING BACKGROUND GROWTH Soleil District Biscayne Lotto Park TAZ 506 PAC COMMITTED FUTURE DEVELOPMEN W10 TS PROJECT Gw� th rate; OM% Total iJo. of years: 3 > 93 36 0 1077 15 29 0 32 0 1004 5 46 15 65 Cr 33 15 32 ti 62 0 38 0 19 0 Total Total 76 70 d 5 13 12 O 0 O 0 14 13 O 0 fl 0 D 0 14 6 O 0 O 0 O 0 TOTAL 2479 50 48 35 NE 30 Street / Biscayne Blvd NEIL NEST NUR SERL SRT 50R EBL EBT ERR WSL WBT WBR 8 0 0 1277 29 1a 25 0 0 52 0 0 1039 20 14 42 0 0 14 0 0 4 0 0 16 0 0 16 0 0 1 0 0 SO 0 0 a 0 12 fl 13 a 0 0 0 Total Total 1343 5B O 1 69 7 O 0 O O 55 7 0 0 O 0 O 0 6 1 O ❑ O a O 4 134 17 14 115 0 0 105 15 0 t5 21 0 0 0 Project Trips Total 61 0 2 5 2 0 0 2 13 5 10 4 284 38 O 0 0 69 7 136 O 0 0 O 0 4 65 7 120 O 0 0 O 0 0 O 0 0 0 0 0 O 0 6 0 0 0 O 0 0 70741. J 2545 -e. 50 27 25 I 134 15 250 NE 29 Street / NE 4 Avenue NBL NL1I NBR SHL SBT SBR EBL EBT 5853 WEL WBT WBR O 0 0 0 O 0 0 0 O 0 0 0 10 0 0 0 O 0 0 0 45 0 0 0 44 0 0 0 21 0 0 0 O 0 0 0 O 0 0 0 22 0 0 0 3 0 0 0 O 0 O ❑ O 0 O 0 O 0 O 0 O ❑ O 0 O 0 O 0 O 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL { 145 0 0 1 0 a 0 NE 30 Street 1 NE 4 Avenue N E1L NBT NBR S3L SET SBR EBL EBT EBB WBL WET WBR T3 21 8 0 0 0 0 0 0 21 0 0 0 0 0 0 7 0 0 0 0 0 0 13 0 0 0 0 0 0 14 0 0 0 0 6 0 22 0 0 0 0 0 0 7 0 0 0 0 0 0 28 0 0 0 0 0 0 5 0 0 0 0 0 0 16 0 0 0 0 0 ❑ 38 0 0 0 0 0 0 16 0 0 0 0 0 0 3:408`. 0 8 4 13 2 0 0 0 11 0 ❑ 3 28 0 0 0 0 0 15 20 O 0 0 0 0 35 3 0 0 0 0 0 0 0 16 0 0 0 FUTURE WITH PROJECT 21" -17 ..;.:.: t3 14 TOTAL tsy-�`: � 197 0 0 0 0 0 0 Biscayne Blvd / Driveway NBL N3T NBR SBL SBT SBR ESL EST FBA WBL WEST WBR TOTAL NE 4 Avenue 1 Driveway NBL NBT NBR S BL SST SBR EBL EBT FIBS WEL W BT WBR O 0 0 0 0 0 0 1219 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 1041 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 a ❑ 6 ❑ 0 0 0 O 0 0 0 0 0 0 2259 0 0 0 1 0 0 O 0 0 0 0 0 0 34 0 0 - 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 36 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 D 0 0 0 ❑ O 0 0 0 0 0 0 a ❑ ❑ a ❑ 0 0 3$ 19 2269 ;:>: 0 0 0 0 0 a 0 a 0 O ❑ 8 20 0 0 0 0 16 3 0 15 0 0 S2i� fir= TOTAL j. 5$ 79 0 0 0 0 0 7❑ :; 54 124-, #05203 - PM In?®rse Soo analysiss Existing Conditions ECS2000: Signalized Intersections Release 4,1e na yst: DPA Y: eriod; reject /W St: 9/15/2005 EXISTING PM PEAK HOUR ID: LIMA - # 05203 NE 29 STREET fo. Lanes ,GConfig 'olume ,ane Width :TOR Vol Eastbound L T R Inter,: NE 29 STREET 1 BISCAYNE BLVD Area Type: All other areas Jurisd: MIAMI, FL Year : 2005 N/S St: BISCAYNE BOULEVARD SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T 0 LTR 63 32 31 12.0 0 0 1 0 LTR 60 37 18 12.0 0 1 2 0 L TR 35 1045 28 12.0 12.0 0 Southbound L T R 1 2 0 L TR 31 979 47 12.0 12.0 0 Yuration 0.25 Area Type: All other areas Signal Operations 'hase Combination 1 2 3 4 5 6 7 8 ]13 Left A NB Left A Thru A Thru A Right A Right A Peds Peds iB Left A SB Left A Thru A Thru A Right A Right A eds Peds Right EB Right 313 Right WB Right 3reen 14.0 91.0 Fellow 4.0 4.0 kll Red 1.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary kppr/ Lane 3rp Lane Group Capacity Adj Sat Ratios Lane Group Approach Flow Rate (s) vie gIC Delay LOS Delay LOS Eastbound LTR 160 nesthound LTR 157 Northbound L 365 TR 2796 Southbound T. 324 2788 1318 0.93 0.12 99.6 F 99.6 F 1287 0.89 0.12 91.9 F 91.9 F 461 0.10 0.79 2.9 A 3533 0.42 0.79 3.9 A 3.8 A 410 3523 0.10 0.79 0.39 0.79 2.9 A 3.7 A 3.7 A Intersection Delay = 13.9 (sec/veh) Intersection LOS = B HCS2000: unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY DPA gency/Co. ate Performed: 9/26/2005 nalysis Time Period: EXISTING PM PEAK HOUR ntersection: NE 30 STREET / BISCAYNE• BLVD urisdiction: MIAMI.. FL nits: U. S. Customary nalysis Year: 2005 roject ID: LIMA - # 05203 ast/West Street: NE 30 STREET orth/South Street: BISCAYNE BOULEVARD ntersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments tajor Street: Approach Northbound Southbound Movement 1 2 3 I 4 5 6 L T R 1 L T R volume 8 1239 24 50 1008 41 'eak-Hour Factor, PHF 0.96 0.96 0.96 0.92 0.92 0.92 Iourly Flow Rate, HFR 8 1290 25 54 1095 44 'ercent Heavy Vehicles 2 2 ledian Type/Storage Undivided / T Channelized? fills 1 2 0 1 2 0 iguration L T TR L T TR c.ream Signal? No No linor Street: Approach Movement Westbound Eastbound 7 8 9 1 10 11 12 L T R 1 L T R /olume 16 1 49 14 4 16 ?eak Hour Factor, PHF 0.85 0.85 0.85 0.71 0.71 0.71 iourly Flow Rate, HFR 18 1 57 19 5 22 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / 1,anes 0 1 0 0 1 0 2onfigurati0n LTR LTR Delay, Queue Length, and Level of Service Npproach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L L 1 LTR 1 LTR v (vph) 8 54 76 46 12(m) (vph) 609 522 89 55 v/c 0.01 0.10 0.85 0.84 liplqueue length 0.04 0.34 4.59 3_63 :rol Delay 11.0 12.7 141.5 194.9 B B F F Approach Delay 141.5 194.9 Approach LOS F F HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY 411ks t: DPA .„.;acy/Co.: ate Performed: 9/26/2005 .nalysis Time Period: EXISTING PM PEAK HOUR ntersection; NE 29 STREET / NE 4 AVENUE urisdiction: MIAMI, FL nits: U. S. Customary malysis Year: 2005 'roject ID: LIMA - # 05203 :ast/West Street: NE 29 STREET forth/South Street: NE 4 AVENUE :ntersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments fajor Street: Approach Eastbound Westbound Movement 1 2 3 I 4 5 6 L T R I L T R Tolume 43 20 21 3 ?eak-Hour Factor, PHF 0.72 0.72 0.72 0.72 Sourly Flow Rate, HFR 59 27 29 4 Percent Heavy Vehicles 2 -- 4edian Type/Storage Undivided / .T Channelized? Leis 0 1 1 0 iguration LT TR ,-...ream Signal? No No Minor Street: Approach Movement Northbound 7 8 9 L T R Southbound 10 11 12 T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 10 0.72 13 2 LR 44 0.72 61 2 No 0 Delay, Queue Length, and Level of Service Approach EB WE Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LT 1 1 LR v (vph) 59 74 C(m) (vph) 1579 986 v/c 0.04 0.08 ilOqueue length 0.12 0.24 trol Delay 7.4 8.9 A A Approach Delay 8.9 A Approach LOS HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY st; )ate Performed: 9/26/2005 knalysis Time Period: EXISTING PM PEAK HOUR Intersection: NE 30 STREET / NE 4 AVENUE Turisdiction: MIAMI, FL Jnits: Ti, S. Customary Nnalysis Year: 2005 Project ID: LIMA - # 05203 East/West Street: NE 30 STREET North/South Street: NE 4 AVENUE Intersection Orientation: EW DPA Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street; Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 7 27 5 16 37 16 Peak -Hour Factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 Hourly Flow Rate, HFR 7 27 5 16 38 16 Percent Heavy Vehicles 2 -- 0 -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 4Ipriguration LTR LTR cream Signal? No No Minor Street: Approach Movement Northbound Southbound 7 8 9 I 10 11 12 L T R 1 L T R Volume 8 20 7 13 14 21 Peak Hour Factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 Hourly Flow Rate, HFR 8 20 7 13 14 21 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 I 7 8 9 1 10 11 12 Lane Config LTR LTR I LTR 1 LTR v (vph) 7 16 35 48 C(m) (vph) 1551 1593 809 870 v/c 0.00 0.01 0.04 0.06 qs% queue length 0.01 0.03 0.14 0.17 4101trol Delay 7.3 7.3 9.7 9.4 A A A A Approach Delay 9.7 9.4 Approach LOS A A Future without Project • HCS2000: Signalized Intersections Release 4.1e Lnalyst: DP A Inter,: NE 29 STREET / BISCAYNE BLVD tir: Area Type: All other areas 9/15/2005 Jurisd: MIAMI, FL .4.iod: FUTURE W/0 PROJ PM PEAK HOUR Year : 2008 ?roject ID: LIMA - # 05203 Wel St: NE 29 STREET N/S St: BISCAYNE BOULEVARD 4o. Lanes ,GConfig lolume :Jane Width TOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound 0 1 0 0 1 0 LTR LTR 65 48 53 162 38 19 12.0 1 12.0 0 1 0 Southbound L T R 1 2 0 L TR 50 1192 29 12.0 12.0 0 1 2 0 L TR 32 1113 64 12.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NE Left A Thru A Thru A Right A Right A Peds Peds ATB Left A SB Left A Thru A Thru A Right A Right A 1111Peds Peds Right EB Right SB Right WE Right careen 14.0 91.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 171 1408 1.02 0.12 125.6 F 125.6 F Westbound LTR 140 1152 0.89 0.12 95.5 F 95.5 F Northbound L 302 382 0.18 0.79 3.2 A TR 2796 3534 0.46 0_79 4.1 A 4.0 A Southbound :doh 285 360 0.12 0.79 3.0 A 2784 3518 0.45 0.79 4.0 A 4.0 A Intersection Delay = 15.2 (sec/veh) Intersection LOS = B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY DPA gency/Coe: ate Performed: 9/26/2005 nalysis Time Period: FUTURE W/0 PROJ PM PEAK HOUR ntersection: NE 30 STREET / BISCAYNE BLVD urisdiction: MIAMI, FL nits: U. S. Customary nalysis Year: 2008 Toject ID: LIMA - # 05203 ;ast/West Street: NE 30 STREET forth/South Street: BISCAYNE BOULEVARD ntersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments lajor Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R 1 L T R rolume 8 1406 25 52 1159 42 ?eak-Hour Factor, PHF 0.95 0.95 0.95 .0.95 0.95 0.95 sourly Flow Rate, HFR 8 1480 26 54 1220 44 ?ercent Heavy Vehicles 2 ---- 2 ledian Type/Storage Undivided / .T Channelized? $ 1 2 0 1 2 0 iguration L T TR L T TR -tream Signal? No No Minor Street: Approach Movement Westbound Eastbound 7 8 9 1 10 11 12 L T R I L T R Volume 16 1 50 14 4 16 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 16 1 52 14 4 16 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service_ Approach NB SE Westbound Eastbound Movement 1 4 7 8 9 1 10 11 12 Lane Config L L LTR LTR v (vph) 8 54 69 34 C (m) (vph) 546 441 57 34 v/c 0.01 0.12 1._21 1.00 ilk queue length 0.04 0.42 5.89 . 3.57 iliVrol Delay 11.7 14.3 307.0 _ 329.2 -JS B B F F Approach Delay 307.0 329.2 Approach LOS F F HCS2000: Unsignalized Intersections Release 4.ld TWO-WAY STOP CONTROL SUMMARY 111/st: gency/Co,: ate Performed: 9/26/2005 nalysis Time Period: FUTURE W/O PROJ PM PEAK HOUR ntersection: NE 29 STREET / NE 4 AVENUE urisdiction: MIAMI, FL nits: U. S. Customary nalysis Year: 2008 roject ID: LIMA - # 05203 ast/West Street: NE 29 STREET orth/South Street: NE 4 AVENUE ntersection Orientation: EW DPA Study period (hrs): 0.25 Vehicle Volumes and Adjustments ajor Street: Approach Eastbound Westbound Movement 1 2 3 ) 4 5 6 L T R I L T R 'olume 44 21 22 3 'eak-Hour Factor, PHF 0.95 0.95 0.95 0.95 fourly Flow Rate, HFR 46 22 .23 3. 'ercent Heavy Vehicles 2 -- ledian Type/Storage Undivided / Cr Channelized? Alifis 0 1 1 0 iguration LT TR ream Signal? No No linor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R ] L T R Tolume ?eak Hour Factor, PHF lourly Flow Rate, HFR ?ercent Heavy Vehicles ?ercent Grade (%) Flared Approach: Exists?/Storage lanes :onfiguration 0 10 45 0.95 0.95 10 47 2 2 0 No 0 0 LR Delay, Queue Length, and Level of Service kpproach EB WE Northbound Southbound 1ovement 1 4 7 8 9 I 10 11 12 Lane Config LT LR v (vph) 46 57 .7(m) (vph) 1588 1005 v/c 0.03 0.06 elgueue length 0.09 0.18 lrol Delay 7_3 8.8 A A Approach Delay 8.8 Approach LOS A HCS2000: Unsignalized Intersections Release 4,1d TWO-WAY STOP CONTROL SUMMARY III/st: .yency/Co.; ate Performed: 9/26/2005 nalysis Time Period: FUTURE W/O PROJ PM PEAK HOUR ntersection; NE 30 STREET / NE 4 AVENUE urisdiction: MIAMI, FL nits: U. S. Customary nalysis Year: 2008 Toject ID: LIMA # 05203 :ast/West Street: NE30 STREET forth/South Street: NE 4 AVENUE :ntersection Orientation: EW DPA Study period (hrs): 0.25 Vehicle Volumes and Adjustments Iajor Street: Approach Eastbound Westbound Movement 1 2 3 I 4 5 6 L T R I L T R Tolume 7 28 5 16 38 16 ?eak-Hour Factor, PHF 0.95 0_95 0.95 0.95. 0.95 0.95 sourly Flow Rate, HFR 7 29 5 16 40 16 ?ercent Heavy Vehicles 2 -- 2 4edian Type/Storage Undivided / VT Channelized? 11/is 0 1 0 0 1 0 iguration LTR LTR •'.ream Signal? No No Minor Street: Approach Movement Northbound Southbound 7 8 9 I 10 11 12 L T R I L T R Volume 8 21 7 13 14 22 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 8 22 7 13 14 23 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach EB WE Northbound Southbound Movement 1 4 I 7 8 9 1 10 11 12 Lane Config LTR LTR I LTR 1 LTR v (vph) 7 16 37 50 C(m) (vph) 1549 1578 798 870 v/c 0.00 0.01 0.05 0.06 ilk queue length 0.01 0.03 0.15 0.18 my :rol Delay 7.3 7.3 9.7 9.4 - -.) A A A A Approach Delay 9.7 9.4 Approach LOS A A Future with Project lb HCS2000: Signalized Intersections Release 4.1e arialyst: DPA Inter.: NE 29 STREET / BISCAYNE BLVD ITV 9/15/2005 Area Type: All other areas Jurisd: MIAMI, FL iod:, FUTURE WITH PROJ PM PEAK HOUR Year : 2008 'roject ID: LIMA - # 05203 :/W St: NE 29 STREET N/S St: BISCAYNE BOULEVARD To. Lanes ,GConfig folume ane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastboufld Westbound Northbound T 'R 0 1 0 LTR 67 60 53 12.0 0 Southbound L T. 0 1 0 LTR 67 48 19 12.0 0 1 2 0 L TR 50 1193 34 12.0 12.0 0 1 2 0 L TR 34 1113 64 12.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds KB Left A SE Left A Thru A Thru A Right A Right A 1110Peds Peds Right EB Right SE Right WE Right Green 14.0 91_0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 169 1386 1.12 0.12 157.0 F 157.0 F Westbound LTR 140 1153 1.01 0.12 130.4 F 130.4 F Northbound L 302 TR 2795 Southbound 283 358 0.13 0,79 3.0 A 2784 3518 0_45 0.79 4.0 A 4.0 A 382 0.18 0.79 3.2 A 3532 0.46 0.79 4.1 A 4.0 A Intersection Delay = 19.9 (sec/yeh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1e %nalyst: DPA Inter.: NE 29 STREET / .BISCAYNE BLVD Area Type: All other areas 9/15/2005 Jurisd: MIAMI, FL _lad: FUT W/ PROJ WIMP PM PEAK 'HOUR Year : 2008 Project ID: LIMA # 05203 3/W St; NE 29 STREET N/S St: BISCAYNE BOULEVARD :\Jo. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R 0 1 0 LTR 67 60 53 12.0 0 L T R 0 1 0 LTR 67 48 19 12.0 0 L T Southbound L T 1 2 0 L TR 50 1193 34 12.0 12.0 0 1 2 0 L TR 34 1113 64 12.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A 4111Peds Peds Right EB Right Sib Right WB Right Green 20.0 85.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 247 1419 0.77 0.17 59.0 E 59.0 E Westbound LTR 208 1194 0.68 0.17 53.4 D 53.4 D Northbound L 268 362 0.20 0.74 4.9 A TR 2611 3532 0.49 0.74 6.3 A 6.3 A Southbound so 250 338 0.14 0.74 4.6 A 2600 3518 0.48 0.74 6.2 A 6.1 A Intersection Delay 11.9 (sec/veh) Intersection LOS = B HCS2000: Unsignalized Intersections Release 4.1d TWO --WAY STOP CONTROL SUMMARY st: DPA gency!Co.: ate Performed: 9/26/2005 nalysis Time Period: FUTURE WITH PROJ PM PEAK HOUR ntersection: NE 30 STREET / BISCAYNE BLVD urisdiction: MIAMI, FL nits: U. S. Customary ,nalysis Year: 2008 'roject ID: LIMA - # 05203 :ast/West Street: NE 30 STREET forth/South Street: BISCAYNE BOULEVARD :ntersection Orientation: NS Study period (hrs): 0.25. Vehicle Volumes and Adjustments lajor Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R 7olume 8 1414 28 64 1160 42 eak-Hour Factor, PHF 0_95 0.95 0.95 0.95 0.95 0.95 sourly Flow Rate, HFR 8 1488 29 67 1221 44 ?ercent Heavy Vehicles 2 2 __ edian Type/Storage Undivided / .T Channelized? s 1 2 0 1 2 0 figuration L T TR L `T' TR ltreara Signal? No No Minor Street: Approach Movement Westbound 7 8 9 L T R Eastbound 10 11 12 L T R Volume 16 1 53 14 4 16 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 16 1 55 14 4 16 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SE Westbound Eastbound Movement 1 4 7 8 9 1 10 11 12 Lane Config L L 1 LTR 1 LTR v (vph) 8 67 72 34 C(m) (vph) 545 436 52 31 v/c 0.01 0.15 1.38 1.10 IIIqueue length 0.04 0.54 6.59 3.76 trol Delay 11.7 14.8 385.8 383.3 :.> a B B F F Approach Delay 385.8 383.3 Approach LOS F F 5CS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY DPA gency/Co.: ate Performed: 9/26/2005 nalysis Time Period: FUTURE WITH PROJ PM PEAK HOUR ntersection: NE 29 STREET / NE 4 AVENUE urisdiction; MIAMI, FL nits: U. S. Customary nalysis Year: 2008 roject ID: LIMA - # 05203 ast/West Street: NE 29 STREET orth/South Street: NE 4 AVENUE ntersection orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments [ajor Street: Approach Eastbound Movement 1 2 3 L T R Westbound 4 5 6 L T R rolume 64 21 22 3 'eak-Hour Factor, PHF 0.95 0.95 0.95 0.95 sourly Flow Rate, HFR 67 22 23 3 ,ercent Heavy Vehicles 2 -- Tedian Type/Storage Undivided / .'1' Channelized? 411s 0 1 1 0 iguration LT TR ,tream Signal? No No Iinor Street: Approach Northbound Movement 7 8 9 L T R Southbound 10 11 12 L T R Tolume 10 60 Peak Hour Factor, PHF 0.95 0.95 Sourly Flow Rate, HFR 10 63 ?ercent Heavy Vehicles 2 2 Percent Grade (%) 0 Flared Approach: Exists?/Storage / No / panes 0 0 :onfiguration LR Delay, Queue Length, and Level of Service kpproach KB WE Northbound Southbound Aovement 1 4 1 7 8 9 1 10 11 12 Lane Config LT 1 1 LR v (vph) 67 73 2(m) (vph) 1588 1003 vie 0.04 0.07 queue length 0.13 0.24 e rol Delay 7.4 8.9 ,..,„_.. A A Approach Delay 8.9 Approach LOS A HCS2000: Unsignalized Intersections Release 4_1d TWO-WAY STOP CONTROL SUMMARY 411/st: ency/Co.: )ate Performed: 9/26/2005 inalysis Time Period: FUTURE WITH PROJ PM PEAK HOUR :ntersection: NE 30 STREET / NE 4 AVENUE rurisdiction: MIAMI, FL Jnits: U. S. Customary analysis Year: 2008 )roject ID: LIMA - # 05203 .a.st/West Street: NE30 STREET 4orth/South Street: NE 4 AVENUE [ntersection Orientation: EW DPA Study period (hrs): 0.25 Vehicle Volumes and Adjustments 4ajor Street: Approach Eastbound Westbound Movement 1 2 3 I 4 5 6 L T R 1 L T R Volume 7 28 21 16 38 16 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0_95 Hourly Flow Rate, HFR 7 29 22 16 40 16 Percent Heavy Vehicles 2 -- 2 Median Type/Storage Undivided / RT Channelized? lis 0 1 0 0 1 0 iguration LTR LTR ream Signal? No No Minor Street: Approach Movement Northbound 7 8 9 L T R Southbound 10 11 12 L T R Volume 11 21 7 13 14 22 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 11 22 7 13 14 23 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 10 11 12 Lane Config LTR LTR I LTR 1 LTR v (vph) 7 16 40 50 C(m) (vph) 1549 1555 788 861 v/c 0.00 0.01 0.05 0.06 0 queue length 0.01 0.03 0.16 0.18 :rol Delay 7.3 7.3 9.8 9.4 A A A A Approach Delay 9.8 9.4 Approach LOS A A Project Driveway HCS2000: Unsignalize ections Release 4.1d TWO-WAY STOP CONTROL SUMMARY -410,st, DPA gency/Co.: )ate Performed: 9/26/2005 analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR :ntersection: BISCAYNE BLVD / DRIVEWAY Turisdiction: MIAMI; FL /nits: U. S. Customary analysis Year; 2008 ?roject ID: LIMA # 05203 East/West Street: DRIVEWAY qorth/South Street: BISCAYNE BOULEVARD [ntersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Aajor Street: Approach Northbound Southbound Movement 1 2 3 I 4 5 6 L T R I L T R Volume 1279 1192 Peak -Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 1346 1254 Percent Heavy Vehicles Median Type/Storage Undivided / RT Channelized? s 2 2 Ilkiguration T T •,tream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L Volume 8 Peak Hour Factor, PHF 0.95 Hourly Flow Rate, HFR 8 Percent Heavy Vehicles 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage Lanes 1 Configuration Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 1 10 11 12 Lane Config v (vph) 8 C(m) (vph) 398 v/c 0.02 010 queue length 0.06 ,Irol Delay 14.2 Approach Delay 14.2 Approach LOS HCS2000: Unsignalized Intersections Release 4,1d TWO-WAY STOP CONTROL SUMMARY 41,st: DPA ,yency/Co.: )ate Performed: 9/26/2005 analysis Time Period: FUTURE WITH PROJ PM PEAK HOUR :ntersection; NE 4 AVENUE / DRIVEWAY rurisdiction: MIAMI, FL Jnits: U. S. Customary analysis Year: 2008 )roject ID: LIMA - # 05203 ast/West Street: DRIVEWAY 4orth/South Street: NE 4 AVENUE Entersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 3 0 15 Peak -Hour Factor, PHF 0.95 0.95 0.95 Hourly Flow Rate, HFR 3 0 15 Percent Heavy Vehicles 2 Median Type/Storage Undivided RT Channelized? Air0 0 0 iguration LTRLR Illirtream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 1 L Volume 20 47 35 16 Peak Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 21 49 36 16 Percent Heavy Vehicles 2 2 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 1 1 0 Configuration LT TR Delay, Queue Length, and Level of Service Approach ED, WE Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LTR 1 LT 1 TR v (vph) 3 70 52 C(m) (vph) 1623 890 927 v/c 0.00 0.08 0.06 411/ queue length 0.01 0.25 0.18 trol Delay 7.2 9.4 9_1 A A A Approach Delay 9.4 9.1 Approach LOS A A Appendix E Committed Development Information • CORRIDOR FROM TO Lima MUSP Committed Deveioment Person -Trip Assignment Direction Project Sale1! District Biscayne Park Lofts TAZ 566 PAC TOTAL Biscayne Blvd 1-395 NE 14 Street NE 14 Street NE 15 Street NE 15 Street NE 19 Street NE 19 Street NE 20 Street NE 20 Street NE 29 Street NE 29 Street NE 36 Street NE 36 STREET Biscayne Blvd N. Miami Avenue 4111N. Miami Avenue NW 3 Avenue NW 3 Avenue 1-95 NE 20 STREET Biscayne Blvd N. Miami Avenue N. Miami Avenue NW 3 Avenue NW 3 Avenue 1-95 110 NB 13 SB 9 NB 26 SB 9 NB 26 SB 9 NB 26 SB 9 NB 26 SB 9 NE3 52 SB 70 EB 9 WB 6 EB 9 WB 6 EB 9 WB 6 EB 13 WB 9 EB 13 WB 9 EB 13 WB 9 11 9 21 9 21 9 21 9 21 28 39 22 4 3 4 3 4 3 11 9 11 9 11 9 13 12 22 12 22 12 22 12 61 29 29 22 3 3 3 3 3 3 10 9 10 9 10 9 229 0 0 0 60 57 60 57 60 115 60 115 57 60 57 60 57 60 172 181 172 181 172 181 36 15 36 36 15 15 15 15 15 15 13 13 3 3 3 3 3 3 5 5 5 5 5 5 301 45 105 66 145 103 145 103 183 196 192 242 75 75 75 75 75 75 210 213 210 213 210 213 • Lima MUSP Soleil o TAZ 500 Locational information Units Sq Ft. Name Type of Permit Address Description Net Area Soleil MUSP 3100 Biscayne Boulevard Mixed use: Residential, retail, Restaurant & office 1Nynwoodl Edgewater r Res / Hotel Condo Office Retail 288 0 0 12,095 Total 288 0 0 12,095 # 05203 Soleil Comm. Developments2.xls • Soleil TAZ 500 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK H6U151 TRIPS IN OUT TOTAL, Trips % Trips , Trips High -Rise Residential Condominium Specialty Retail 288 DU 12,095 SF 232 814 62% 44% 69 14 38% 56% 40 18 109 32 GROSS VEHICLE TRIPS I 59% 83 j41% 58 141 Vehicle Occupancy Adjustment 0 Transit Trip Reduction f,, Pedestrian / Bicycle Trip Reduction 0 16,00% of Gross Extern& Trips 14.90% of Gross External Trips 10.00% of Gross External Trips (2) (3) (4) 59°/0 59% 59% 13 12 8 41% 41% 41% 9 9 6 23 21 14 NET EXTERNAL VEHICLE TRIPS (1) 59% 49 41% 34 83 Net External Person Trips in Vehicles @ Net External Person Trips using Transit 0 1.40 Persons/Vehicle 1.40 Persons/ Vehicle 59% 59% 69 17 41% 41% 48 12 117 29 Net Extern& Person Trips (vehicles and transit modes) 59% 86 41% 60 146 Net External Person trips walking / using bicycle 1,40 Persons/ Vehicle J 59% 12 141% 8 1 20 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II it 05203 - Soleil T-gen_PM.xls TAZ 500 2005 Cardinal Distribution Direction TAZ 500 NNE ENE ESE SSE SSW WSW WNW NNW 14.12 3.38% 5.46% 15.25% 15-66% 19.79% 12.1 8% 14.16% TOTAL 100.00% 26.34% 17.50% 35.45% 20.71 % #G5203 - TAZ 500 TAZ.xls • Name District Lofts (Biscayne Condos) Type of Permit Address Lima MUSP District Lofts - TAZ 503 Locations! Information MUSP 2751 Biscayne Boulevard # 05203 -District Lofts Description Mixed Use; Residential, Retail & Office Net Area Wynwood! Edgewater Total Units Res! Condo 89 89 Hotel 0 0 Sq Ft, Office 8,838 8,838 Retail 2,939 2,939 Comm_. Deveiopments2oxis • District Lofts TAZ 503 PM Peak Hour Trip Generation Analysis USES High -Rise Residential Condominium Office Specialty Retail GROSS VEHICLE TRIPS Vehicle Occupancy Adjustment Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction NET EXTERNAL VEHICLE TRIPS (1._.. UNITS 253 DU 17,745 SF 2,939 SF 1TE Land Use Code 232 710 814 PM PEAK IOUR TRIPS Trips t % fN OUT % 62% 17% 44% 1 53% 16.00% of Gross External Trips (2) 14.90% of Gross External Trips (3) 10.00% of Gross External Trips (4) Net External Person Trips in Vehicles 1.40 Net External Person Trips using Transit @ 1.40 Net External Person Trips (vehicles and transit modes) Persons/ Vehicle Persons/ Vehicle Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 53% 53°1% 53% 53% 53% 53% 53% 53% 61 4 3 TOTAL 38% 83% 56% Trips 35 22 4 Trips,, 96 26 7 68 5 47% 61 1... 129 11 10 7 40 56 14 70 47% 47% 47% 47% 47% 47% 47°/a 10 9 6 36 50 13 63 ° r. 10 47/° 9 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 05203- District Lofts 21 19 13 76 107 27 134 18 T.gen_PM.xis TAZ 503 2005 Cardinal Distribution Direction TAZ 503 NNE ENE ESE SSE SSW WSW WNW NNW 13.58% 4.53% 5.30% 9.67% 12.94% 21.33% 15.29% 17.36% TOTAL 100.00% 32.65% 18.11% 34.27% 14.97% #05203 - TAZ 503 TAZ.xJs • • Lima MUSP Biscayne Park - TAZ 505 Locational Information Units Sq Ft Name Type of Permit Address Description Net Area Res/ Condo Hotel Biscayne Park MUSP 2450 Biscayne Boulevard Mixed use: Residential, retail & office W ynwoodf Edgewater 214 0 Office er A a Retail 12,502 6,843 Total 214 0 12,502 6,843 # 05203 -Biscayne Park Commas Deve[opments2.xis • Biscayne Park TAZ 505 PM Peak Hour Trip Generation Analysis USES High -Rise Residential Condominium Office Specialty Retail UNITS 214 DU 12,502 SF 6,843 SF ITE Land Use Code 232 710 814 PM PEAK HOUR TRIPS GROSS VEHICLE TRIPS IN % 62% 17% 44% 1 53% Tres 51 3 OUT 38% 83% 56% 62 (47% Trips 30 16 10 TOTAL Trips 81 19 18 56 I 118 Vehicle Occupancy Adjustment Transit Trip Reduction Pedestrian / Bicycle Trip Reduction l NET EXTERNAL VEHICLE TRIPS (1 16.00% 14.90% 10.00% of Gross External Trips (2) of Gross External Trips (3) of Gross External Trips (4) 53% 53% 53% 53% 10 9 6 37 Net External Person Trips in Vehicles Net External Person Trips using Transit Net External Person Trips (vehicles and transit modes 1,40 1.40 Persons/ Vehicle Persons/ Vehicle 53% 53% 53% 51 13 64 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 1 53% 9 J 47% 47% 47% 47% 47% 47% 47°!° 9 8 6 33 46 12 58 8 19 18 12 70 17 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between 1TE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 05203 - Biscayne Park T-gen_PM.xls TAZ 505 2005 Cardinal Distribution Direction NNE ENE ESE SSE{ SSW WSW WNW NNW TAZ 505 10.06% 3.67% 4.79% 3..770 5° 20.88% 22.71 % 17.12% 17.02% TOTAL 100.00% 34,14% 13.73% 43.59% 8.54% #05203 - TAZ 505 TAZ.xIs • • Lima MUSP Commited Developments A TAZ 506 Name Bayview Market Ellipse # 05203 w TAZ 506 Type of Permit MtJSP MUSP Address 1700 NE 2 Avenue 1776 Biscayne Boulevard Locational Information Description 'Mixed Use: Big Box Retail with residential liner Mixed Use: Residential & Retail Net Area Wynwood / Edgewater Wynwood Edgewater Total Units Rest Condo 24 267 291 Hotel 0 0 Sq Ft. Office 0 0 Retail 653,659 0 653,659 Comma Developments2.Xls • • TAZ 506 PM Peak Hour Trip Generation Analysis USES High -Rise Residential Condominium Shopping Center UNITS 291 DU 653,659 SF PM PEAK HOUR ................. TRIPS ITE Land Use Code 232 820 — N OUT TOTAL 62% 48% Trigs 70 1037 % 36% 52°/0 Trips 41 1124 111 2161 GROSS VEHICLE TRIPE v— 49% 1107 51% 1165 2272 Vehicle Occupancy Adjustment 0 16.00% of Gross External Trips (2) ransit Trip Reduction 0 14.90% of Gross External Trips (3)', Pedestrian / Bic cle Trig Reduction , . 10.00% of Gross External Trigs 4 49% 49% 49% 177 165 111 51% 51% 51% 186 364 174 339 117 227 NET EXTERNAL VEHICLE TRIPS 1 49°I° 654 51% 689 1343 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 49% 49% 916 231 51% 51% 964 1880 243 474 Net External Person Trips in Vehicles © Net External Person Trigs using Transit @ Net External Person Trigs vehicles and transit modes 49% 1147 .. 51% 1207 2354 1,40 Persons/ Vehicle 49% 155 51% 163 318 Net External Person trigs walking / using bic cle Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1,2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment 11 (5) TAZ 506 included Bayview Market and Ellipse #05203 m TAZ 506 T-gen_PM.xts • • • TAZ 506 2005 Cardinal Distribution Direction TAZ 506 NNE ENE ESE SSE SSW WSW WNW NNW 12.89% 4.94% 4.43% 6.84% 12.34% 22.99% 17.31 % 18.26% TOTAL 1140.00°!0 35.57% 17.83% 35.33 %a 11.27% #05203 - TAZ 506 TAZ.xls • • Lima MUSP Performing Arts Center - TAZ 512 Locational information Units Sq Name Type of Permit Address Description Net Area Res / Condo Hotel Office Retail The Performing Arts Center of Greater Miami # 05203 - PAC MUSP 1300 and 1301 Biscayne Blvd, Entertainment cortiplex with 4,595 seats Downtown Total 0 0 0 0 Comm_ Developmentsaxis • PAC m PERFORMING ARTS CENTER TAZ 512 PM Peak Hour Trip Generation Analysis USES UNITS PM PEAK . • TRIPS ITE Land Use Code IN OUT TOTAL % . Trips % Trips Trips .,;... Live Theatre 4900 seats 441 50°10 49 50% 49 98 —1.8 GROSS .. 50% 49 i 50% 49 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (2) Transit Trip Reduction © 14.90% of Gross External Trips (3) Pedestrian / Bicycle Trip Reduction © 10.00% of Gross External Trips. (4) 50% 50% 50% 8 7 5 50% 50% 50% 8 7 5 16 15 10 NET EXTE NA VEHICLE R PS 50% 29 . 50% 29 58 W 50% 50% 41 50% 10 50% 41 10 81 20 Net External Person Trips (vehicles and transit modes) 50°J0 51 50°/n 51 138 Net External Person 'as welkin. / usini bie cle 1.40 Per ons/ Vehicle 50% 7 50% L 7 14 Notes (1) Based on Traffic Impact Study provided by City of Miami (2) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (3) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (4) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment tl #05203 -PAC T-genPM.xis TAZ 512 2005 Cardinal Distribution Direction TAZ 512 NNE 11.01% ENE 4.70% ESE 4.80% SSE 9.31% SSW 15.24% WSW 20.32% WNW 19.19% NNW 15.43% TOTAL 1€10.00% 34.62% 15.71% 35.56% 14.11% #05203 - TAZ 512 TAZ.xls • Appendix F Transportation Control Measures Lima MUSP TFFIC CONTROL MEASURES PLAN The project's design and location will reduce the project vehicular traffic volumes as follows: The project is a proposed residential development which includes retail. This type of development will result in a portion of the trips being captured within the development, or internal to the site. • The project will also provide residential units with accessibility to mass transit. This feature will allow residents to use mass transit for their trip to work. The development will also do the following to further reduce peak hour vehicle trips: • Will encourage employers/landlords to participate in ridesharing programs through South Florida Commuter Services. Available info' illation will be obtained and distributed to all employers/landlords in the development. Miami -Dade County Transportation Agency current local and regional mass transit route and schedule information will be provided to potential transit users in a prominent public area of the development. The infoiination provided and maintained on the premises will be updated, when necessary, at no less than six month intervals. • Promote mass transit use by encouraging. employers/landlords to purchase transit passes and make them available to employees and residents at discounted prices or no charge, or in lieu of subsidized parking. Encourage employers to implement staggered work hours. Implementation of these items will result in a minimum of ten percent (I0%) reduction of peak hour vehicle. trips. The performance of the plan will be monitored by measuring actual afternoon peak hour volumes at the project driveways and comparing the counts against total project trips based on the Institute of Transportation Engineers (ITE) trip generation rates_ #951 95/ilrfRAFFJCCONTROL.DOC