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Appendix B
II • APPENDIX B: Traffic Count Data • • • FDOT AADT Traffic Count Print Date: Aug/19/2004 Florida Department of Transportation Transportation Statistics Office 2003 Peak Season Factor Category Report MIAMI-DADE NORTH MOCF = 0.99 Category: 8700 Week Dates SF PSCF • 1 01/01/2003 - 01/04/2003 1.01 2 01/05/2003 - 01/11/2003 1.01 3 01/12/2003 - 01/18/2003 1.02 4 01/19/2003 - 01/25/2003 1.01 5 01/26/2003 - 02/01/2003 1.00 6 02/02/2003 - 02/08/2003 0.99 * 7 02/09/2003 - 02/15/2003 0.98 * 8 02/16/2003 - 02/22/2003 0.99 * 9 02/23/2003 - 03/01/2003 0.99 * 10 03/02/2003 - 03/08/2003 0.99 * 11 03/09/2003 - 03/15/2003 1.00 * 12 03/16/2003 - 03/22/2003 0.99 * 13 03/23/2003 - 03/29/2003 0.99 * 14 03/30/2003 - 04/05/2003 0.99 * 15 04/06/2003 - 04/12/2003 0.99 * 16 04/13/2003 - 04/19/2003 0.99 * 17 04/20/2003 - 04/26/2003 0.99 * 18 04/27/2003 - 05/03/2003 0.99 * 19 05/04/2003 - 05/10/2003 0.99 20 05/11/2003 - 05/17/2003 0.99 21 05/18/2003 - 05/24/2003 0.99 22 05/25/2003 - 05/31/2003 0.99 23 06/01/2003 - 06/07/2003 0.99 24 06/08/2003 - 06/14/2003 1.00 25 06/15/2003 - 06/21/2003 1.00 26 06/22/2003 - 06/28/2003 1.00 27 06/29/2003 - 07/05/2003 1.00 28 07/06/2003 - 07/12/2003 1.01 29 07/13/2003 - 07/19/2003 1.01 30 07/20/2003 - 07/26/2003 1.01 31 07/27/2003 - 08/02/2003 1.02 32 08/03/2003 - 08/09/2003 1.02 > 33 08/10/2003 - 08/16/2003 1.02 34 08/17/2003 - 08/23/2003 1.02 35 08/24/2003 - 08/30/2003 1.02 36 08/31/2003 - 09/06/2003 1.02 37 09/07/2003 - 09/13/2003 1.01 38 09/14/2003 - 09/20/2003 1.01 39 09/21/2003 - 09/27/2003 1.01 40 09/28/2003 - 10/04/2003 1.01 41 10/05/2003 - 10/11/2003 1.01 42 10/12/2003 - 10/18/2003 1.00 43 10/19/2003 - 10/25/2003 1.00 44 10/26/2003 - 11/01/2003 1.01 45 11/02/2003 - 11/08/2003 I.01 46 11/09/2003 - 11/15/2003 1.01 47 11/16/2003 - 11/22/2003 1.01 48 11/23/2003 - 11/29/2003 1.01 49 11/30/2003 - 12/06/2003 1.01 50 12/07/2003 - 12/13/2003 1.01 51 12/14/2003 - 12/20/2003 1.01 52 12/21/2003 - 12/27/2003 1.01 53 12/28/2003 - 12/31/2003 1.02 1.02 1.02 1.03 1.02 1.01 1.00 0.99 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.03 1.03 11.03 1.03 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.03 Note: "*" indicates peak season week Page 1 • • • Desciption: SR 5/US-1, 200` N NE 71 ST Start Date: 04/16/2003 Start Time: 1145 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 116 90 89 106 0100 96 70 70 53 0200 48 38 41 47 0300 44 34 40 29 0400 27 30 42 36 0500 31 39 55 48 0600 71 94 112 135 0700 130 175 209 218 0800 221 215 247 229 0900 188 219 225 222 1000 201 224 213 249 1100 264 258 245 259 1200 263 277 283 287 1300 267 281 304 269 1400 279 300 301 303 1500 328 316 350 357 1600 378 426 412 426 1700 307 406 278 391 1800 393 418 413 388 1900 298 319 267 270 2000 245 275 218 234 2100 199 220 184 182 2200 185 200 198 159 2300 172 189 165 153 401 289 174 147 135 173 412 732 912 854 887 1026 1110 1121 1183 1351 1642 1154 972 785 742 679 109 104 84 74 72 77 64 44 62 32 59 31 37 31 35 31 33 36 48 45 54 71 95 113 159 232 323 337 443 512 535 524 492 516 520 465 419 390 359 318 372 354 336 296 309 307 306 359 293 322 342 308 330 302 356 256 274 326 325 345 338 355 345 344 318 322 335 354 -A' 374 339 343 324 334 305 294 288 237 275 275 255 231 242 232 261 211 209 222 202 214 222 189 167 195 146 150 129 371 257 184 134 162 333 1051 2014 1993 1486 1358 1281 1265 1244 1270 1382 772 546 358 281 297 506 1463 2746 2905 2340 2245 2307 2375 2365 2453 2733 1329J 2971 11380 is 2762 1221 2833 1042 2196 966 1938 844 1629 792 1534 620 1299 24-Hour Totals: 19875 23979 43854 Peak Volume information Direction: N Direction: 5 Combined Directions Hour Volume Hour Volume Hour Volume A.M. 1145 1082 0730 2067 0745 2953 P.M. 1600 1642 1645 1410 1600 2971 Daily 1600 1642 0730 2067 1600 2971 Truck Percentage 5.00 4,00 P�. WAS- klrx Z LSPm -6pm) tyrrtgrn,r.kx) racw C. - C�aown -1 )3szx �,�f = y4i0 �C 3 +c 2cxos'} 5.00 r3X(PK LOZ t;ei r�- • • • 24-Hour Counts CLIENT : X HORN JON NO : 2004-65 PROJECT: BTSCAYNE BLVD N1RVANA PHASE II COUNTY : MTAM'I-DADS CROSSROADS ENGINEERING DATA, :INC 13501 SW 12BTH ST, STE 101 MIAMI, FL TEL: 305-233-3997 FAX : 305--233-7720 Street name 146 2ND AVE SOUTH OF Cross street:NE 61ST ST 1 NE 6214D ST , Begin <---w-- NB >< SS Time A.M. P.M. A.M. 12:00 08/10 152 12:15 152 12:30 152 12:45 124 580 01:0G * 142 01:15 * 109 01:30 149 01:45 * * 139 539 02:00 * 155 02:15 * 135 02:30 166 02:45 * * 144 600 03:00 * 190 03:15 * 183 03:30 182 G3:45 * * 217 772 04:00 183 04:15 * 210 04:30 190 04:45 * 193 776 05:00 150 05:15 * 125 05:30 148 05:45 * * 182 06:00 * 161 06:15 * 148 06:30 1.44 06:15 * 144 597 07:C0 116 07:15 * 106 07:30 1/9 07:45 * * 140 481 06:00 122 08:15 * 106 08:30 94 08:45 * 96 418 09:00 98 09:15 * 83 09:30 77 09:45 * 67 325 10:00 88 10:15 47 10:30 * 42 10:45 * 54 231 11:00 51 11:15 * 25 11:30 38 11:45 127 127 35 149 Totals 127_.,.,.__.,.,.,_,_ 6073 Day Totals 6200 Split 9 44.5% 53.5% Peak Hour Volume P.H.F. 11:00 i27 .25 (6051 >< Combined > Y.M. A.M. P,M. 183 * 335 139 29:1 165 :317 167 654 * 291 1234 168 * 310 141 * 250 136 * 285 160 605 299 1144 127 282 140 275 131 297 118 516 * * 262 1116 142 * 332 164 * 347 153 335 137 596 * * 354 1368 150 * 333 145 * 355 169 * 359 155 619 * * 348 1395 154 * 304 129 * 254 115 * 263 127 * * 309 1130 101 * 262 129 * 277 141 * 285 118 489 * 262 1066 104 * 220 108 * 214 107 * 226 91 410 '* * 231 891 101 * 223 102 * 208 63 * 157 67 333 * * 163 751 66 * 164 59 * 142 41 * 118 59 225 * * 126 550 40 * 128 32 79 51 93 47 170 * 101. 401 32 * 83 27 * 52 28 66 158 31 118 285 285 66 267 5260 285 11333 5418 11618 55.4% 46.4% 158 158 03:45 11:00 800 158 .92 .25 12:00 11:00 03:45 654 285 1401 .89 .25 .97 ..51c INN d-ic p2 (' E>m Tb CaKY \-) "DC 117zMtt-M j r R, ry) Site Code : 870001127.100 Start Date: 08/10/2004 File 1.8. : 870001-1 Wednesday (-z " .I 79e{72T) N1 (ODS - c = � t St) = 5?.7 f, r> j S 3C> CLIENT K H0R5 JO8 ND : 20 --65 PROJECT: NIRVANA PHASE II COUNTY : MIAMI-DADE Street name :NE 71ST Begin < Time A.M. P.M. 12:00 08/24 7 32 12:15 2 20 12:30 4 31 12:45 5 18 30 113 01:00 4 36 01:15 3 27 01:30 5 26 01:45 6 18 28 117 02:00 4 29 02:15 3 29 U2:30 4 30 02:45 1 12 30 118 03:00 2 33 03:15 3 26 03:30 1 24 03:45 2 8 20 103 C4:00 1 2/ 04:15 1 25 04:30 0 37 04:45 2 4 21 110 05:00 4 40 05:15 4 22 05:30 1 32 05:45 3 12 26 06:00 4 39 06:15 7 29 06:30 2 25 06:45 4 17 12 105 07:00 13 20 07:15 12 21 07:30 19 23 07:45 18 62 12 76 08:00 22 23 08:15 11 14 08:30 23 7 08:45 15 71 21 65 09:00 16 17 09:15 10 20 09:30 19 12 09:45 29 74 10 59 10:00 18 8 10:15 21 10 10:30 26 7 10:45 14 79 7 32 11:00 18 6 11:15 23 4 11:30 33 6 11:45 18 92 7 23 Totals 467 1041 Day Totals 1508 Split 6 49.8% 52.5% CROSSROADS ENGINELING DATA, INC 13501 SW 128TH ST, STE 101 M'IAMI, FL TEL: 305-233-3997 FAX 305-233-7720 STREET B/W Cross street:2ND AVE & BISCAYNE BLVD EB--_--->< WA >< Combined A.M. P.M. A.M. P.M. 6 25 13 58 1 22 3 42 5 27 9 58 7 19 25 100 12 37 55 213 3 43 7 79 2 1.9 5 46 2 23 7 49 2 9 14 99 8 27 42 216 1 33 5 62 4 37 7 66 5 25 9 55 2 12 18 113 3 24 48 231 0 33 2 66 5 38 8 64 1 20 2 44 3 9 25 116 5 17 45 219 1 19 2 46 1 21 2 46 2 22 2 59 8 12 35 97 10 16 56 207 4 25 8 65 3 26 7 48 4 28 5 60 5 16 14 93 8 28 40 213 4 26 8 5 3 18 10 47 12 3€ 14 56 14 33 18 93 18 50 30 198 9 17 22 37 10 15 22 :36 11 15 30 38 17 47 14 63. 35 109 26 137 15 18 37 4l 14 18 25 32 15 1 38 14 18 62 11 54 33 133 32 119 13 7 29 24 21 13 31 33 19 11 38 23 17 70 7.3 44 46 144 23 103 13 14 31 22 22 8 43 18 30 7 56 7.4 25 90 15 44 39 169 22 76 23 8 41 14 25 6 48 10 24 6 57 12 19 91 5 25 37 183 12 48 470 939 937 1980 1409 2917 50.1% 47.4% Peak Hour. 09:45 05:30 10:30 12:15 10:45 12:30 Volume 94 126 103 111 185 238 P.H.F. .81 .80 .85 .68 .81 .75 Frl P T 11Y (r1, r11Y..7 fR (MI Site Code : 876071321100 Start Date: 08/24/2004 File I.D. : 870071-1 Page 1 Wednesday _...__.....__. r2. a3fX��� -a o Z. COCO.. 3 = 1 zo* 1.01 = 1 z1 vJ 3 = 93 4- I ,p I = 9 • • • • Intersection Turning Movement Counts • CROSSROADS EN(;NEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 CLIENT ; KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 JOB NO : 2004-65 305-233-3997 PROJECT. BISCAYNE BLVD COUNTY : MIAMI-DADE BISCAYNE BLVD From North Start Time Right Thru Left 1 Peds Factor 1.0 1, 0 1 1 0 I 1.0 04:00 PM 14 244 3 0 04:15 PM 12 275 3 0 04:30 PM 17 295 1 0 04:45 PM 12 278 1 0 Total 55 1092 8 0 Groups Printed AUTO - HEAVY VEHICLES NE 71ST STREET BISCAYNE BLVD From East Right ' Thru Left , Peds 10 1.0a 1.0 1 1.0 1 1 3 0 4 0 0 0 2 0 1 0 1 2 0 0 8 3.. 4 0 05:00 PM 13 274 1 0 3 05:15 PM 24 314 1 0 3 05:30 PM 12 324 2 0 2 05:45 PM 19 327 0 0 1 Total 68 1239 4 0 .. Grand Total 123 2331 12 0 17 Apprch % 5,0 94.5 0.5 0.0 47.2 Total % 2.0 38.0 0.2 0.0 0.3 2 0 3 1 1 2 2 0 0 0 • File Name : NE71ST&RISC Site Code : 00000071 Stara Date : 08/10/2004 Page No :1 NE 71ST STREET From South Frorn West Right Thru Left Peds 1 Right ; Thru I Left i Peds I Int. Total 1.0 1.0 .0 1.0 . t 0 1.0 1O 10 10 1 30 0 445 8 0 8 1 13 0: 682 014 2 18 0 1 781 3 432 8 0I 12 0 9 0I 778 3 395 8 0' 6 2 18 0 726 7 1660 27 0 40 5 58 0 2967 0 423 5 0 15 2 1 429 0 0 5 1 0 452 1 0 6 0 0 415 6 0' 8 0 1 _._.. 1719........ .........12 _..0 _._... 34 ..................3 13 0 752 32 0 i 812 19 0 823 9 0 787 73 0 3174 9 10 0 8 3379 39 0j 74 8 131 0 6141 25.0 27.8 0.0 0.2 98.6 1-1 0.0 34.7 3-8 61.5 0.0 0.1 0.2 0.0 0.1 55.0 0-6 0.0 i 1.2 0-1 2.1 0.0 • • CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-65 PROJECT: BISCAYNE BLVD COUNTY ; MIAMI-DADE Peak BISCAYNE BLVD From North Flour From 04:00 PMto5 45 PMpp Start Time Right." Thru Left i Peds i A Total -Peak 1 of 1 Intersection 05:00 PM Volume 68 1239 4 0 1311 Percent 5.2 94.5 0,3 0.0 05:30 Volume 12 324 2 0 338 Peak Factor High Int. 05:45 PM Volume 19 327 0 0 346 Peak Factor 0,947 CROSSROADS ENNEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : NE71ST&BISC Site Code : 00000071 Start Date : 08/10/2004 Page No ; 2 NE 715T STREET BISCAYNE BLVD I NE 71ST STREET From East From South i From West Right I Thai I Left I Peds App. Total 1 Right Thru I Left Peds App. Total Right Thru : Left ! Peds App Total nt. Total 9 6 6 0 2'f ': 1 1719 12 0 1732 1 34 3 73 0 110 1= 3174 42.9 28-6 28.6 0.0 0.1 99.2 0.7 0.0 I 30.9 2.7 66.4 0.0 2 3 2 0 7 0 452 1 0 453 1 6 0 19 0 25 823 0,964 05:30 PM 05:30 PM 1 05:15 PM 2 3 2 0 7 i 0 452 1 0 453 1 5 1 32 0 38 ',I 0-750 0 956 I 0.724 0 0 (fit 200 0 Z S— BISCAYNE BLVD Out In Total 18011 1 13111 3112 68i 1239i Right Thru Left Peds 4-1 rag 1 7.55I 4 North 8110104 500:00 PM 8110104 5:45:00 PM AUTO HEAVY VEHICLES 12_ I73(.. I 4 Left Thru Right Peds l_CJO''I- 12 1719' 1 01 1279 1732 13p1.1 Out In Total BISCAYNE BLVD 4 m rs,/ 0 0 Q'. CfCkcU i 04'. I.tat 0 ! i CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name : NE64TH&BISC JOB NO : 2004-65 305-233-3997 Site Code : 00000064 PROJECT: BISCAYNE BLVD Start Date : 08/10/2004 COUNTY : MIAMI-DADE Page No ; 1 Groups Printed AUTO - HEAVY VEHICLES i BISCAYNE BLVD NE 64TH ST BISCAYNE BLVD NE 64TF1 Sr From North f From East From South From West Factor 1.0 1.0 1 0 1.0 1.0 1.0 ; 1.0 1.0 1.0 i 0 1 0 Peds Righ! Thu Left -1! Peds Start Time Right Thru Lett Peds Right Thru f Left Peds Ri ht Thru Leff LO 1.0 1.0 I 1.0 i 1.0 04:00 PM 6 259 5 0 1 8 4 8 0 i 3 416 12 0 2 1 3 0 i 04:15 PM 4 274 5 3 12 4 7 3` 12 455 4 6 1 0 0 0430 PM 5 300 2 2" 4 1 6 0 i 3 421 4 2 1 0 4 04.45 PM 2 281 2 5' 4 2 3 1 I 0 399 2 2 2 1 1 Total 17 1114 14 10 r 28......... 11 24 4 I 18 1691 .... 22 10 6... ... 2 8 6 2 11 Total 727 793 761 709 2990 05:00 PM 3 295 4 1 5 3 8 3 2 422 0 0 2 0 0 2 750 05:15PM 5 315 1 0 6 0 4 0 i 6 514 1 0 3 2 0 0 857 05:30 PM 2 320 12 0 6 2 4 0€ 7 472 5 0 2 0 1 2 '• 835 05 45 PM 3 292 1 8 4 3 1 0 5 449 2 1 4 1 1 0 775 Total 13 1222 18 9 21 $.. 17 3 20 1857 8 11 2 4 . 3217 Grand Total 30 2336 32 19 1 49 19 41 App€ch % 1.2 96.6 1,3 0.8 42-2 16.4 35.3 Total % 0.5 37.6 0.5 0.3 0.8 0.3 0.7 7;` 38 3548 30 11 17 5 10 6.0 1.0 97.8 0,8 0.3 I 36.2 10.6 21.3 0.1 0.6 57.2 0.5 0.2 0-3 0-1 0.2 15 6207 31.9 0.2 • • CROSSROADS ENGINEERING DATA INC. 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name : NE64TH&BISC JOB NO : 2004-65 305-233-3997 Site Code : 00000064 PROJECT: BISCAYNE BLVD Start Date : 08/10/2004 COUNTY : MIAMI-DADE Page No : 2 BISCAYNE BLVD From North Peak Hour Start t oDine Right Thru [ Left [ Peds l App m04:00PMto0545PM-Peak1 of 1 Intersection 05:00 PM Volume 13 1222 18 9 Percent 1.0 96.8 1.4 0,7 05:15 Volume 5 315 1 Peak Factor High Int. 05:30 PM Volume Peak Factor Total Right 1262 21 42.9 0 321 6 05:00 PM 2 320 12 0 334 5 0.945 NE 64TH ST From East Left Peds l App. Total BISCAYNE BLVD From South Right Thru Lett 1 Peds App Total NE 64TH ST From West Right Th v Left Peds App Total ! Int. Total 8 17 3 49 20 1857 8 1 1886 11 3 2 4 20 I 3217 16.3 34.7 6.1 1.1 98.5 0.4 0.1 55.0 15.0 10.0 20.0 0 4 0 10 6 514 1 0 521 ', 3 2 0 0 5 I 857 0.938 05:45 PM 0 521 4 1 1 0 6 0.905 0.833 0 3 8 3 19 0.645 5 PM 6 514 20 0 raj BISCAYNE BLVD] Out In Total 1880 1262 13142' 13. 12221 1BI 9 Right Thru Left Pads 4 t 3 l z,3'i- ? C, North 8/10104 5:00:00 PM 8110104 5:45:00 PM AUTO HEAVY VEHICLES 2007. $ I t 76, 7 r. Left Thru Ri9ht,,,...Peds af7F 8 1857 201 1' 12501 1886 ' 31361 Out In Total BISCAYNE BLVD CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-65 PROJECT: BISCAYNE BLVD NIRVANA PHASE II • COUNTY : MIAMI-DADE • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 File Name : NE 63RD STREET & BISCAYNE BLVD(RECOUNT) 305-233-3997 Site Code : 00000063 Start Date : 08/17/2004 Page No : 1 Groups Printed- AUTO - HEAVY VEHICLES B}SCAYNE BLVD NE 63RD ST BISCAYNE BLVD NE 63RD ST From North From East Frorn South From West Start Time Right,. Thru Left Peds Right Thru • Left Peds Right Thru Left Peds Right_:. Thru : Left - Peds int Total Factor 1.0 1.0 1.0 1 0 1.0 1.0 . ---1.0 1.0 1.0 1.0 1.0 : 1.0 1.0 1.0 - 1.0 • 1_0 04:00 PM .. _.......2 • ....; 7_._ _.._ ..... 3 ......... 0 ......... 5 © ... 8 4 0 0 2.-_ p.......... 4 0 28 04:15PM 0 0 1 0• 4 0 0 0 0 0 2 0 6 0 0 0 13 04'30 PM 4 0 2 0. 6 0 3 0 2 0 2 0 4 0 1 0 24 04:45 PM 3 0 5 0 6 1 3 0 8 0 1 0 2 1 3 0 33 Total 9 1 15 0: 18 1 11 0 18 0 5 0 14 1 4 0 98 05:00 PM 2 0 5 0: 6 05:15PM 3 0 2 0• 4 05:30PM 2 0 4 0' 6 0545 PM 4 0 8 0 • 5 Totat 11 0 19 0 21 0 0 1 0 3 0 2 0 4 1 1 0 25 5 0 5 0 0 0 5 0 1 0 26 3 0 6 0 0 0 3 0 0 0 24 7 0 13 0 3 0 4 0 0 0 45 16 0 27 0 5 0 16 1 2 0 120 Grand Total 20 1 34 0 40 3 27 0 . 45 0 10 0 30 2 6 0 218 Apprch % 36,4 1.8 61.8 0.0 57.1 4.3 38.6 0.0 81.8 0-0 18.2 0.0 78.9 5.3 15.8 0-0 Total 4 9.2 0.5 15,6 0.0 18.3 1.4 12,4 0.0 20.6 0.0 4.6 0.0 13.8 0.9 2.8 0.0 CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-65 PROJECT: BISCAYNE BLVD NIRVANA PHASE II COUNTY : MIAMI-DADE BISCAYNE BLVD From North CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 File Name : NE 63RD STREET & BISCAYNE BLVD(RECOUNT) 305-233-3997 Site Code : 00000063 Start Date : 08/17/2004 Page No : 2 NE 63RD ST From East Star! Time Right Thru Left • Peds Total : Right Thru Left Peds Tota Peak Hour From 04:00 PM to 05 45 PM - Peak 1 of 1 Intersection 05:00 PM BISCAYNE BLVD NE 63RD ST From South From West Right Thru Left Peds To al Right Thru Left : Peds PPaTotalint Volume 11 0 19 0 30 21 2 18 0 39 27 0 5 0 32 16 1 2 0 19 ' 120 Percent 36-7 0-0 63.3 0,0 53.8 5.1 41.0 0.0 84.4 0.0 15.6 0.0 84-2 5.3 10-5 0,0 05.45 4 0 8 0 12 5 1 7 0 13. 13 0 3 0 16 4 0 0 0 4: 45 Volume Peak Factor 0.667 High Int. 05:45 PM 0545 PM 05:45 PM 05:00 PM Volume 4 0 8 0 12 5 1 7 0 13 - 13 0 3 0 16 4 1 1 0 6: Peak Factor 0.625 0.750 0500 0.792 ZGC4- • Z C` ?4' BISCAYNE. BLVD Out In Total 23 30. 53. 11. 0 19 Right Thru Left Peds gh ds North 8/17104 5:00:00 PM 8117/04 5:45:00 PM AUTO HEAVY VEHICLES Left Thru Right....... Peds__ 5 D 27 D 32 32 64'. Out In Total BISCAYNE BLVD • CROSSROADS EON DATA, INC. • • 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 Fite Name : NE62ND&BISC JOB NO : 2004-65 305-233-3997 Site Code : 000€ 0062 PROJECT: BISCAYNE BLVD Start Date : 08/10/2004 COUNTY : MIAMI-DADE Page No : 1 Groups printed- AUTO - HEAVY VEHICLES BISCAYNE BLVD NE 62ND ST 1BISCAYNE BLVC}........ NE 62ND ST From North From.. East ...... From South From West ... I Pods Int. 7otat Start Time Right Thru Left Peds Right - Thru . Left Peds Right Thru Left Peds Ri ht Thru . Left Pastor 1.0 : 1.0 1.4 1 0 1 0 t.0 1.0 t o 1 p 1.0 ; 1 0 i,p 1 0 1 0. 1.0 1.0 04:00 PM 25 246 1 0! 0 1 2 0 0 430 28 0 1 0 0 0 734 04:15 PM 31 250 0 0' 1 0 0 0 ', 0 434 17 0 0 0 0 0 733 04:30 PM 32 260 1 0 0 1 1 0 2 408 17 0 1 0 0 0 723 04:45 PM 25 260 1 0 0 1 0 0 2 383 16 0 0 0 0 0' 688 Total 113 1016 3 0 1 a 3 0 4 1655 ......... 78 0 2 ..... 0 O .... 0 2878 05:00 PM 36 260 0 0 I 1 0 1 0 i 3 444 17 0 1 0 0 0 763 05:15 PM 30 277 1 0 2 1 0 0 i 3 430 19 0 0 0 0 0 'I 763 05:30 PM 24 297 0 0' 0 1 6 0 1 454 20 0 0 0 0 0 803 05 45 PM 27 272 1 0 1 2 1 0 413 19 0 0 Total 117 1106 2 0 L.._.... 4 4 8 0 I 0 7 174.1 ..... 8 . ...... 1 0 0 fl: 736 ....... .. 0 ti 0....... 3065 Grand Total 230 2122 5 0 5 7 11 Apprch % 9.8 90.0 0.2 0.0 ' 21.7 30.4 47.8 Total % 3.9 35.7 0.1 0.0 0.1 0.1 0.2 0 11 3396 153 0 3 0 0 0 5943 0.0 '. 0.3 95.4 4.3 0,0 100.0 0.0 0.0 0.0 0.0 0.2 57.1 2.6 0.0 0.1 0.0 0.0 0.0 • CROSSROADS ENNGINEERING DATA, #N . C 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 Fite Name : NE62ND&BISC JOB NO : 2004-65 305-233-3997 Site Code : 00000062 PROJECT: BISCAYNE BLVD Start Date : 08/10/2004 COUNTY : MIAMI-DADE Page No : 2 • BISCAYNE BLVD NE 62ND ST From North .... ...._ From East BISCAYNENE 62ND ST From South From West Start Time Right I Thru Left , Peds App. Total 1 Right Thru ' Left 1 Peds App. Total Right Thru i Left : Peds 1 App. Total flight Thru ; Left 1 Peds App Total , int, 'fatal Peak Hour From 04:00 PM to 05.45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 117 1106 2 0 122511 4 4 8 0 16 7 1741 75 0 1823 1 0 0 0 1 3065 Percent 9.6 90.3 0.2 0.0 1 25.0 25.0 50,0 0.0 0.4 95.5 4.1 0.0 100,0 0.0 0.0 0.0 05:30 Volume 24 297 0 0 321 0 1 6 0 7 1 454 20 0 475 0 0 0 0 0 803 Peak Factor High Ent. 05:30 PM 1 05:30 PM 05:30 PM ' 05:00 PM 0.954 Volume 24 297 0 0 321 0 1 6 0 7 1 454 20 0 475 1 0 0 0 1 Peak Factor 0.954 0.571 0.959 0,250 0 _. I o. Ia a0 4- 0 t-•,) BISCAYNE BLVD Out 1n Total I 1745 1 1225 i. 29701 117 11061 2 .....� 0_ Right Thru Left Peds I. 2.0'`` t L g 11 17 2_ zoo 1 North 8110/04 5.00:00 PM 6/10/04 5:45:00 PM ;AUTO HEAVY VEHICLES 7(0 Left Thru Right Peds 751 1741 7l 0' 1115; # 18231 2938 Out In Total BISCAYNE BLVD 7c 0 4. 0 i z m CLIENT ; KIMLEY HORN & ASSOCIATES JOB NO.: 2004-65 PROJECT: BISCAYNE BLVD NIRVANA PHASE II COUNTY : MIAMI-DADE BISCAYNE BLVD From North From East Start Time : Right Thru Lett Peds Right Thru Left Factor 1.0 1.0 1 0 1 1.0 j 1.0 1.0 1.0 04:00 PM 0 257 1 0 5 0 7 04a5PM 0 241 2 0 11 0 3 04:30 PM 0 275 3 1 1 7 0 1 04:45 PM 0 251 4 0 I 7 0 4 Total 0 1024 10 1 30 0 15 05:00 PM 0 270 5 1 8 0 7 05:15 PM 0 276 4 0 3 0 3 05:30 PM 0 300 3 0 7 0 11 05:45 PM 2 283 2 0 6 0 4 Total 2 1129 14 1 ......... 24......... 0 25 CROSSROADS EN EERING DATA,INC. • • INC 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 File Name : NE61ST&BISC 305-233-3997 Site Code : 08110422 Start Date : 08/10/2004 Page No : 1 Groups Printed, AUTO - HEAVY VEHICLES NE 61ST ST BiSCAYNE BLVD Peds 1.0 0 0 0 NEB1STST From South From West Right 1 Thru Left Peds : Right Thru Left 1 Peds Int Total 10 `. 1.0 101.0 10 1.0 10, 10, 5 439 0 5 14 2 20 0 755 3 428 0 1 ', 19 2 21 0 732 4 415 0 2II 7 4 10 0 729 2 404 0 4 13 3 21 0 i 713 14 1686 Q 12 53 11 72 0 2929 4 4 404 0 0 0 513 0 0 I 3 448 0 1 437 0 5 8 1602 0 Grand Total 2 2153 24 2 54 0 40 6 I 22 3488 Apprth% 0,1 98.7 1.1 0.1 54.0 0,0 40.0 6.0 , 0.8 98.8 Totat % 0,0 35.3 0.4 0.0 0.9 0.0 0.7 0.1 I 0.4 57.2 0 0-0 0.0 0 20 0.6 0.3 8 2 23 0 743 11 3 19 0 833 17 5 24 0 1 818 9 4 22 01 771 45 14 88 0 1 3165 98 25 160 0 6094 34,6 8.8 56.5 0.0 1.6 0.4 2.6 0.0 i. CLIENT : KIMLEY HORN & ASSOCIATES JOB NO.: 2004-65 PROJECT: BISCAYNE BLVD NIRVANA PHASE II COUNTY : MIAMI-DADE BISCAYNE BLVD From North Start Time Right 1 Thru 1 Left Pods App. Total Peak Hour From 04:00 PM to 05.45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 2 1129 14 1 1146 Percent 0.2 98.5 1.2 0.1 05:15 Volume 0 276 4 0 280 Peak Factor High Int, 05:30 PM Volume 0 300 3 0 303 Peak Factor 0.946 • CRO SSROADS EN NEERING DATA, INC. • 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 File Name : NE61ST&BISC 305-233-3997 Site Code : 08110422 Start Date : 08/10/2004 Page No : 2 NE 61ST ST From East Right I Thru I Left f Peds , App. Total j Right BISCAYNE BLVD From South Thru 1 Left ' Peds App. Total Right NE 61 ST ST From West Thru ; Left j Peds App, Total Int. Total 24 0 25 5 54j 8 1802 0 8 1618 45 14 88 44.4 0.0 46.3 9.3 i 0.4 99.1 0.0 0 4 30.6 9.5 59.9 3 0 3 0 6` 0 513 0 1 514 11 3 19 05:00 PM j 05:15 PM 05.30 PM 8 0 7 4 19 I 0 513 0 1 514 17 5 24 0.711 0,884 1 O � N {� 00 BISCAYNE BLVD Out In Total 1914 1146 13060' 21 1129: 14 ..... 1 Right Thru Left Peds 4I 1 ► 2- ilk fL- North 8/10/04 5:00:00 PM 8110l04 545.00 PM AUTO HEAVY VEHICLES 1470 4 ► Left Thru Right Peds 01 18021 81 .......r 8' 1199 18181 1 3017 Out In Total BISCAYNE BLVD 0 O 147 3165 0.0 O 33 833 0950 O 46' 0.799 71'' • CROSSROADS ENERING DATA, INC. • 13501 SW 128TH ST, SUITE 101 CLIENT ; KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name : NE54TH&BISC JOB NO : 2004-65 305-233-3997 Site Code : 00000054 PROJECT: BISCAYNE BLVD (NIRVANA PHASE II Start Date : 08/11/2004 COUNTY : MIAMI-DADE Page No : 1 BtSCAYNE BLVD From North From East t Start Time Right Thru Left Peds Right Thru Left • Peds i Factor 1.0 1.0 : 1.0 1 0 1.0 1.0 i 1.0 1 1.0 04'00 PM 34._. 0 0 04:15 PM 23 231 0 0 0 0 0 0 04:30 PM 28 251 0 0 0 0 0 0 0445PM 16..... 210 0 0 0 0 0 0 Total 101 914 a...... 0 05:00 PM 25 254 0 0 0 0 0 0 05:15 PM 15 227 0 0 0 0 0 0 05:30 PM 18 230 0 0 0 0 0 0 05:45 PM 31 232 0 0 1 0 0 0 0 Total 89 943 0 0 ......... 0 0 Grand Total 190 1857 0 0 0 0 0 Apprch % 9,3 90.7 0.0 0.0 j 0.0 0.0 0-0 Total % 3.3 31.9 0.0 0.0 I 0.0 0.0 0,0 Groups Printed- AUTO - HEAVY VEHICLES NE 54TH ST BISCAYNE BLVD NE 54TH ST From South From West 1.0 1.0 ! 1 0 1 0 1.0 Y 1 0 1.0 1 0 tnt Total Rtght 1 Thru Left Peds Right Thru Left 1 Peds 1 408 21 0 1 21 1 64 0 ' 772 O 335 37 0 j 26 0 44 0 698 0 345 25 0' 16 0 66 0 j 731 O 340 39 ... ......... 0 i 21 0 51 0 ; 677 1 1428 ... 122 0 j 84 1 ..... 225 0 2876 O 392 24 0 22 1 47 0 I 765 O 435 20 0 7 0 75 0 I 779 O 386 19 0 11 0 63 0 1 727 0. 320 24 0 20 0 42 0 1 669 0 1533 87 0 60 1 227 0 1 2940 0 1 2961 209 0 144 2 452 0 5816 0.0 0.0 93.4 6-6 0.0 24.1 0-3 75.6 0.0 0.0 0.0 50.9 3,6 0.0 2.5 0-0 7.8 0.0 i i • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name : NE54TH&BISC JOB NO : 2004-65 305-233-3997 Site Code : 00000054 PROJECT: BISCAYNE BLVD (NIRVANA PHASE II Start Date : 08/11/2004 COUNTY : MIAMI-DADE Page No : 2 BISCAYNE BLVD From North Start Time 1, Right , Thru I Left i Peds Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:30 PM Volume 84 NE 54TH 5T BISCAYNE BLVD NE 54TH ST From East From South From West App. Total Right Thru Left Peds 1 App. Total I Right 1 Thru Leff Peds j App. Total . Right Thiu Lett Peds •App, Total Int. Tole/ 942 0 0 1026 0 0 0 0 0. 0 Percent 8.2 91.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 05:15 Volume 15 227 0 0 242 0 0 0 0 0 0 Peak Factor High 1n1. 04:30 PM 3:45 00 PM 1 05 15 PM Volume 28 251 0 0 279 0 0 0 0 0 0 Peak Factor 0.919 1512 108 0 1620 93.3 6.7 0,0 435 20 0 455 435 20 0 455 0.890 04:30 PM o v to!toI u Z N a BISGAYNE BLVD Out In Total 1751 1028 1 27771 2,0 I- 84.1 9421 0. ._.... 4,' Right Thru Left Peds 1.. I ► 2 -'5i I ?]SJ laS 1 t, 20,141 North 0/11/04 4.30:00 PM __..I 8/11104 5:15:00 PM AUTO HEAVY VEHICLES 4-� Left Thru Right Pods 108I 1512i. 0101 10081 16201 , 2828 Out to Total BISCAYNE BLVD 66 1 239 0 308 2952 21.6 0.3 78.1 0.0 7 0 75 0 82 ' 779 1 0.947 i 16 0 66 0 82 0.933 C y Zc tni rp f"I -r T7 -- I .C�1 • CROSSROADS EN1fCIEERING DATA, INC. • 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 JOB NO : 2004-65 305-233-3997 PROJECT: BISCAYNE BLVD COUNTY: MIAMI-DADE Start T{me Right Factor 1.0 L 04:00 PM 4 04:15 PM 1 04:30 PM 3 04:45 PM 1 Total 9 NE 2ND AVE From North Thru Left 1,0 1,0 173 0 161 0 167 0 Peds 1.0 0 0 0 148 0 0 649 0 _._. 0 05:00 PM 2 157 0 0 05:15 PM 2 131 0 0 05:30 PM 3 155 0 0 05:45 •PM 6 176 Total 13-7- 619 Grand Total 22 1268 Apprch % 1,7 98.3 Total % 0.8 44.7 jNrr11)t' buy-; i'pt,. ,if.De/pr/ 20©5 GEb rH ,pl 0 0.0 0.4 f-r"L-.05t24 E01-4ST ur 0 0.0 0.0 Right 1.0 35 30 10 28 103 Groups Printed- AUTO - HEAVY VEHICLES NE 62ND ST NE 2ND AVE NST - From East From South _ FromE62NWesLlt Thru left Petls Ri ht Thru Left '��Peds lit Thru Left 1.0 1.0 � 1.0 1.0 1.0 1.0 1.0 1.0 1 0 1 0 8 2 0 0 160 18 0 �. ,. 3 0 -_. _ -6 1 0 0 0 178 13 0 6 0 1 4 1 0 1 168 13 0 1 0 0 2 0 0 0 176 8 p 15 3 0 1 882 52 0_ 0 16 0 1 - 26 2 0 0 21 2 2 0 21 8 0 0 30 ._ 0 0 0 98 1�. 2 J,..__...�.. 0 201 27 5 0 86.3 11.6 2.1 0.0 7.1 1.0 0.2 0.01 0 145 19 0 2 0 0 123 12 0 2 0 0 103 16 0 2 0 0 18 0 ✓ 0 ... 0 0✓ 482 65 0 I 6� ... p 1 1164 117 0 22 0.1 90.8 9.1 0.0 75,9 0.0 41.1 4.1 0.0 i 0.8 ( M1NoP t )PL t)- C -12. 2„+G$ = 7© File Name : NE62ND&NE2ND Site Code : 00001234 Start Date : 08t10/2004 Page No : 1 1 2 1 1 5 Peds Int Total 1.0 .. 403 0 391 0 368 0 370 0."�1532 0 7 0 0.0 24.1 0.0 0.0 0.2 0.0 354 297 309 342 1302 2834 • CROSSROADS ENERING DATA, INC. • 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name ; NE62ND&NE2ND JOB NO : 2004-65 305-233-3997 Site Code : 00001234 PROJECT: BISCAYNE BLVD Start Date : 08/10/2004 COUNTY : MIAMI-DADE Page No : 2 NE 2ND AVE NE 62ND ST From North l NE 2ND AVE ._._ NE 62Ni15T From East From South From West T h .... Start Time Right Thru _ Left � Weds A Total RE hf Thru Left Pede A .Total Right L. � f AE�' € — _- P -. L...PP' � � .� PThru Left Pads A Total Right T Thru a Left 1 Psds J AP1?. Total Ent. Total j Peak Hour From OA:00 PM to 05:45 PM - Peak 1 of 1 _ - _ __ „____ intersection 04:00 PM Volume 9 649 0 0 658 103 15 3 0 121 1 682 52 0 735 16 0 2 0 18 1532 Percent 1.4 98.6 0.0 0.0 85,1 12.4 2.5 0.0 0.1 92.8 7.1 0.0 88.9 0.0 11.1 0.0 04:00 Volume 4 173 0 0 177 35 8 2 0 45 0 160 18 0 178 3 0 0 0 3 403 Peak Factor HighJnt. 04:00 PM 0.950 04:00 PM 04:15 PM 04:15 PM Volume 4 173 0 0 177 35 8 2 0 45 0 178 13 0 191 i 6 0 1 0 7 Peak Factor 0.929 0.672 0.962 I 0-643 FJE 2ND AVE Out In Total f..._. 781 C_....f 581 [ 1445 L._ 9 649_ OL..... 01 Right Thru Left Pads North r11 0104 4.00:00 PM 0f04 4.45:00 PM TO AVY VEHICLES Tk Left Thru Right Pads � 52r 682 1 _OJ ,688€ 5J E 14031 Out in Total NE 2ND AVE t., 4 ..... 2 a N • CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO 2004-65 PROJECT: BISCAYNE BLVD COUNTY : MIAMI-DADE CROSSROADS It EN RING DATA, INC. S 13501 SW 128TH ST, SUITE 101 MIAM1, FLORIDA 33186 File Name : NE61ST&NE2ND 305-233-3997 Site Code : 00000061 Start Date : 08/1012004 Page No : 1 Groups Printed, AUTO - HEAVY VEHICLES NE 2ND AVE From North From East Start Time Ri ht Thru [ Left Peds . Right Thru Left Factor 1,0 1,0 10.L 1.0 1.0 1.0 1.0 1.0 04:00 PM 0 139 38 0 0 0 16 0 04;15 PM 0 125 39 0 2 0 34 0 64.30 PM 0 118 50 0 0 0 13 0 04:45 PM 0 113 38 0 0 0 15 0 Total 0 405 165 0 2 0 78 0 05:00 PM 0 131 30 0 0 0 15 0 0515 PM 0 89 43 0 0 0 20 0 05130 PM 0 124 35 0 0 0 14 0 05:45 PM 0 140 37 0_ 0 0 19 0 Total 0 484:7- 145 ...-/ 0 1 0 0 66 0 Grand Total 0 979 310 0 Apprch % 0.0 76.0 24.0 0.0 Total % 0.0 35.2 11.2 0.0 2 0 1.4 0.0 0.1 0.0 (98.6 0.0 146 0 5.3 0.0 -Mao., Or; Gz NE 2ND AVE From South fttgLkt i 1.0 Thru 1.0 Left F Peds 1.0 i 1.0 I Right 1.0 3 178 0 0 r 0 9 197 0 0 4 187 0 0 5 186 0 0 21 748 0 0 11 165 0 0 8 135 0 0 1 120 0 0 ,.... 44 1299 0 0 3.3 96.7 0,0 0.0 1.6 46.7 0.0 0.0 O 0 0 O 0 0 O 0 0 0 _ 357 0 0 0 0 1 1509 NE 61 ST Frorn West Thvu Left Pods Int. Total 1 1.0 1.0 1,0 1 0 0 0 374 O 406 O 372 O 0 0 0 352 O 0 0 0 295 0 0 0 0 294 O 0 0 0 330 O 0 0 0 1271 O 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2780 CROSSROADS ENG ERING DATA INC. 0 13501 SW 128TH ST, SUITE 101 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name : NE61ST&NE2ND JOB NO : 2004-65 305-233-3997 Site Code : 00000061 PROJECT: BISCAYNE BLVD COUNTY ; MIAMI-DARE Start Date : 08/10/2004 Page No : 2 NE 2ND AVE From North_ Start Time RihtgThru f Left I Peds j App. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:00 PM Volume 0 495 165 0 660 Percent 0.0 75.0 25.0 0.0 04:15 Volume 0 125 39 0 164 Peak Factor High Int. 04:00 PM Volume 0 139 38 0 177 Peak Factor 0.932 NE61ST From East RiOht L Thru J, Left Ped App. Total 2 0 78 0 80 2.5 0.0 97.5 0.0 2 0 34 0 36 04:15 PM 2 0 34 0 36 0.556 NE 2NO AVE From South Right [ Thru _Left]_ Peds I .ApgTotal 21 748 0 0 769 2.7 97,3 0.0 0.0 9 197 0 0 206 04:15 PM 9 197 0 0 206 0.933 NE 61 ST From West Right Thru Lef� PecisIApp. Total Int. Tota 0 0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 0 3:45:00 PM ui o� 0 I_ 0 NE 2Np AVE Out In Total f_750j [ 01 ( 14t0 f 01_, 4951 1651 01 Right Thru Left Peds lj North 8/110104 4:00:00 PM 810104 4:45:00 PM AUTO HEAVY VEHICLES 4-1 i ► Left ThruRiRight Peds 01 748 211 01 [.. 5731 I 7691 1-13 Out In Total NE 2ND AVE r 4 1, 0 I_9 1509 406 0.929