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Florida 2007 Five Percent Report

This report is in response to the Federal requirement that each state describe at least 5 percent of its locations currently exhibiting the most severe highway safety needs, in accordance with Sections 148(c)(1)(D) and 148(g)(3)(A), of Title 23, United States Code. Each state's report is to include potential remedies to the hazardous locations identified; estimated costs of the remedies; and impediments to implementation of the remedies other than costs. The reports included on this web site represent a variety of methods utilized and various degrees of road coverage. Therefore, this report cannot be compared with the other reports included on this Web site.

Protection from Discovery and Admission into Evidence—Under 23 U.S.C. 148(g)(4) information collected or compiled for any purpose directly relating to this report shall not be subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location identified or addressed in the reports.

Additional information, including the specific legislative requirements, can be found in the guidance provided by the Federal Highway Administration,
http://safety.fhwa.dot.gov/safetealu/fiveguidance.htm.

5% Report for State Highway System Segments - In FDOT District Order

District CO-sec-sub BMP EMP SR # Number of Crashes ADT Fatalities Injuries PDOs District Comments and Recommendations
1 13162000 0 0.102 SR 70 113 33498 3 99 46 In Work Program, sidewalk project scheduled from US 41 (14th St.) to 15th St. Safety study completed.
1 16140000 0 0.8 SR  544 141 26500 1 105 77 In Work Program, resurfacing scheduled from US 92 to Havendale Canal. Recommendations sent to Maintenance and Traffic Ops, 1/25/07.  Safety study completed.
1 17120000 0.383 0.983 SR  683 155 38,185 1 95 86 2006 Segment
1 13130000 0.62 1.02 SR 55 97 39833 1 92 35 Not in Work Program. Possible access management project. Arterial safety analysis scheduled for this corridor. Safety study in progress.
1 16060000 0.521 1.13 SR 35 122 43,989 1 110 52 2006 Segment
1 17010000 0.8 1.2 SR 45 68 32,166 2 93 16 2006 Segment
1 12005000 1.733 2.033 SR  884 146 61164 0 90 86 Not in Work Program. Arterial safety analysis scheduled for the corridor.  Safety study in progress.
1 17008000 1.9 2.3 SR  758 100 47891 1 93 36 In Work Program, adaptive traffic signal system installation scheduled from Beneva Rd. to Cattleman Rd.  Safety study completed.
1 12070000 1.345 2.345 SR 82 204 34,348 0 120 122 2006 Segment
1 13130000 1.765 2.377 SR 55 296 62173 3 167 190 Not in Work Program. Possible access management project. Arterial safety analysis scheduled for this corridor. Safety study in progress.
1 13010000 2.937 3.437 SR 45 150 59,156 1 147 55 2006 Segment
1 12020000 2.911 3.711 SR 80 197 29666 1 135 110 In Work Program, resurfacing scheduled from SR 80 to Orange River Blvd. Median modification scheduled from Seaboard St. to I-75. Safety study completed.
1 12020000 2.311 3.811 SR 80 319 30,904 6 200 186 2006 Segment
1 13130000 3.442 3.899 SR 55 91 59,161 0 95 40 2006 Segment
1 16100000 3.349 3.928 SR  546 134 36234 1 168 37 In Work Program, rigid pavement rehab scheduled from Atlantic Rd. to Gary Rd., Quickcurb option possible at median openings. Possible extension of left turn lanes @ MLK and Florida. Safety audit conducted 6/13/07.
1 13010000 3.737 4.037 SR 45 117 59,832 0 94 57 2006 Segment
1 16100000 3.928 4.528 SR  546 134 40996 1 132 42 In Work Program, rigid pavement rehab scheduled from Atlantic Rd. to Gary Rd..  Safety audit conducted 6/13/07. Potential median closure projects identified.
1 13010000 4.137 4.537 SR 45 139 56216 3 122 58 Not in Work Program. Joint meeting with county and city to be scheduled. Possible access management project. Safety study in progress.
1 13130000 4.399 5.099 SR 55 97 35,495 2 100 37 2006 Segment
1 12005000 5.133 5.533 SR  884 180 73,107 0 105 102 2006 Segment
1 16210000 5.513 5.875 SR 35 131 35997 0 111 68 In Work Program, lighting project scheduled at Daughtery Rd.  Safety study completed.
1 13040000 5.856 6.756 SR  684 180 45,661 1 161 87 2006 Segment
1 16320000 5.9 6.8 SR  400 150 65995 3 94 97 Interstate location - In Work Program, median guardrail installation currently underway at US 98 interchange. Safety study completed.
1 13010000 6.31 6.81 SR 45 137 26500 1 94 71 In Work Program, signal upgrade scheduled at 8th Ave, 9th Ave. and 17th Ave.  Safety study completed.
1 16210000 5.875 6.875 SR 35 188 33250 2 153 91 In Work Program, median modifcation project scheduled at Mann Rd. Safety study completed.
1 13010000 6.31 7.01 SR 45 160 24,663 0 104 88 2006 Segment
1 13040000 7.2 7.655 SR  684 118 53495 1 141 32 In Work Program, resurfacing scheduled from 26th St. to US 41. Access management median closure project is planned. Safety study completed.
1 13040000 7.2 8.011 SR  684 236 49,322 1 197 104 2006 Segment
1 13040000 7.655 8.055 SR  684 147 48232 0 109 71 In Work Program, add lanes and reconstruct project was recently completed at US Bus. 41.  Safety study completed.
1 91070000 9.167 9.848 SR 70 115 26,658 0 94 61 2006 Segment
1 16020000 10.414 11.054 SR  600 125 34,947 0 104 62 2006 Segment
1 4020000 13.086 13.693 SR 35 52 12,038 1 89 11 2006 Segment
1 17020000 15.266 15.566 SR 45 112 57398 0 104 47 In Work Program, resurfacing scheduled from Bee Ridge Rd. to US 301. Safety study completed.
1 16180000 15.579 16.779 SR 25 194 41,504 2 91 142 2006 Segment
1 16180000 15.679 16.779 SR 25 162 41475 2 106 101 Heron Bay Blvd. to CR 547. This is a heavy truck travel area. Safety study completed.
1 17020000 16.466 16.966 SR 45 143 63000 3 102 73 In Work Program, resurfacing scheduled from Bee Ridge Rd. to US 301. Safety study completed.
1 12010000 16.984 17.484 SR 45 138 59183 4 119 53 In Work Program, add turn lanes scheduled at Cypress Lakes Dr., resurfacing from Daniels Parkway to Winkler Ave, and sidewalk from Daniels Parkway to Palm Dr. Safety study completed.
1 1010000 17.984 18.784 SR 45 121 55,713 1 97 49 2006 Segment
1 1010000 19.484 19.884 SR 45 90 59353 0 99 34 In Work Program, add turn lanes scheduled at Midway Blvd., sidewalk project scheduled from Peace River to Murdock Circle and from Tarpon Blvd. to Midway Blvd. Safety study completed.
1 1010000 20.884 21.284 SR 45 109 54973 2 96 43 In Work Program, resurfacing scheduled from Toledo Blade to Paulsen, sidewalk project scheduled from Peace River to Murdock Circle. Safety study completed.
1 1010000 21.384 22.084 SR 45 111 38952 3 99 48 In Work Program, resurfacing scheduled from Toledo Blade to Paulsen, sidewalk project scheduled from Peace River to Murdock Circle. Safety study completed.
1 16250000 21.804 22.504 SR 37 162 34610 0 136 83 In Work Program, resurfacing currently underway from Virginia Ave. to Fitzgerald Rd. Safety study completed.
1 12010000 21.045 22.545 SR 45 478 50403 6 354 244 Not in Work Program. Possible access management project. City wants this done but has no funding. Arterial safety analysis scheduled for this corridor. Safety study in progress.
1 12010000 22.645 23.459 SR 45 160 46091 1 93 95 Not in Work Program. Possible access management project.  City wants this done but has no funding. Arterial safety analysis scheduled for this corridor.  Safety study in progress.
1 16250000 23.204 23.857 SR 37 116 41451 0 101 59 In Work Program, resurfacing currently underway from Virginia Ave. to Fitzgerald Rd., median reconstruction from School House Rd. to Polk Parkway, and resurfacing scheduled from School House Rd. to Poppell Dr.  Safety study completed.
1 16180000 23.679 24.379 SR 25 144 33974 0 92 86 In Work Program, interchange recently rebuilt at I-4. Safety study completed.
1 16320000 28.44 29.84 SR  400 180 72131 0 143 97 Interstate location - In Work Program, interchange recently reconstructed, median guardrail installation is currently underway at the US 27 interchange. Safety study completed.
2 72040101 0 0.317 SR  139 118 25,831 0 107 58 2006 Segment
2 72050443 0 0.939 SR 5 200 12402 1 144 105 In Work Program, no prior study. A City of Jacksonville project is either underway or being considered.  No further action recommended.
2 72170000 0 1.022 SR 21 376 59979 1 250 202 In Work Program, no prior study. Resurfacing and sidewalk projects programmed.  No further action recommended.
2 26250000 1.533 2.433 SR 121 416 45283 0 221 264 In Work Program, no prior study. Resurfacing and access management projects have been completed.  No further action recommended.
2 72040000 2.6 3.2 SR 115 144 55559 2 105 63 In Work Program, no prior study. Frontage road and lighting projects have been completed.  No further action recommended.
2 72090000 2.2 3.2 SR 15 120 38747 1 126 53 Not in Work Program, a prior study was conducted.  Flashing beacon was installed and speed limit was adjusted.  A PDE study is recommended and programmed.
2 72090000 1.6 3.2 SR 15 178 35,998 2 160 83 2006 Segment
2 72020000 2.3 4.1 SR 9 592 139,712 0 504 325 2006 Segment
2 72014000 3.653 4.148 SR  109 211 37,054 1 162 101 2006 Segment
2 72020000 4.4 4.8 SR 9 86 125618 2 112 39 Interstate location - In Work Program, a prior study was conducted.  On-going resurfacting and interchange improvements.  No further action recommended.
2 72020000 5.1 5.5 SR 9 90 128003 2 120 39 Interstate location - In Work Program, a prior study was conducted.  On-going resurfacing and a PDE study will occur.  No further action recommended.
2 72020000 5.7 6.2 SR 9 140 124,286 1 153 66 2006 Segment
2 72190000 6.669 6.823 SR 212 142 56997 3 117 67 In Work Program, no prior study. Resurfacing project completed.  No further action recommended.
2 72100000 6.526 6.826 SR 10 109 60998 0 102 36 In Work Program, TWLTL study completed by consultant.  Plan to implement project for next year's work program cycle.
2 72040000 6.2 7 SR 115 136 55289 0 115 52 In Work Program, a prior study was conducted.  Completed resurfacing, parking and sign studies. No further action recommened.
2 72040000 6.3 7.2 SR  115 171 54,657 0 130 71 2006 Segment
2 72020000 6.8 7.4 SR 9 118 109,926 0 147 52 2006 Segment
2 72220000 7.447 7.843 SR  134 216 47,308 1 145 113 2006 Segment
2 72020000 7.7 8.5 SR 9 132 101,581 0 118 75 2006 Segment
2 72050000 8.147 8.851 SR 228 196 11297 0 166 99 Not in Work Program, parking study has been completed, and regulations reviewed. Further study is recommended.
2 28010000 7.545 8.934 SR  200 282 27,048 0 129 213 2006 Segment
2 72020000 9 9.4 SR 9 56 92466 6 97 28 Interstate location - In Work Program, no prior study.  On-going resurfacing and bridge replacement.  No further action recommended by District.
2 72040000 9.4 9.8 SR 115 143 46008 0 108 75 In Work Program, no prior study. On-going resurfacing and new interchange.  No further action recommended.
2 72001000 9.3 10 SR 9 132 99558 2 143 50 Interstate location - In Work Program, no prior study.  On-going resurfacing and interchange improvements.  No further action recommended.
2 72100000 9.933 10.333 SR 10 137 62088 0 112 67 In Work Program, no prior study. City of Jacksonville INTERCHANGE project in the works.  No further action recommended.
2 72001000 11 11.7 SR    9A 122 89662 1 139 50 Interstate location - In Work Program, no prior study.  On-going resurfacing and interchange improvements.  No further action recommended.
2 72190000 11.928 12.328 SR 212 145 40929 0 130 53 In Work Program, no prior study. Resurfacing project completed. No further action recommended.
2 72190000 12.028 12.428 SR  212 129 39,090 0 104 57 2006 Segment
2 26090000 12.47 13.87 SR 24 518 43,830 0 279 311 2006 Segment
2 26090000 12.484 13.884 SR 24 500 43198 0 296 287 Not in Work Program, a corridor study has been completed by consultants.  Features of the study will be added to next year's Work Program cycle.
2 72070000 13.873 14.273 SR 5 150 27551 2 116 72 In Work Program, no prior study. Resurfacing and traffic signal replacement projects are programmed.  No further action recommended.
2 71070000 14.156 14.498 SR 21 170 76188 2 109 99 In Work Program, no prior study. Resurfacing and traffic signal replacement projects have been completed. No further action recommended.
2 26010000 13.656 14.556 SR 24 343 40073 0 221 197 Not in Work Program, no prior study.  Safety study recommended and to be conducted in Fall 2007.
2 72190000 13.753 14.765 SR  212 252 29512 2 108 175 In Work Program, no prior study. Resurfacing project completed.  No further action recommended by District.
2 78010000 14.725 15.32 SR 5 191 41,736 0 147 95 2006 Segment
2 78010000 15.02 15.62 SR 5 141 43195 1 110 66 Not in Work Program, a prior corridor study was conducted by consultant.  County, City and FDOT to determine implementation plan.  Further study recommended.
2 26070000 14.294 15.8 SR 26 696 50400 1 337 441 In Work Program, a prior study was conducted.  Interchange improvements and signal timing are programmed.  No further action recommended.
2 72040000 15.651 15.968 SR 10A 160 32332 0 113 87 In Work Program, no prior study. Resurfacing is programmed.  No further action recommended.
2 78050000 16.072 16.789 SR 207 80 15514 0 111 23 Not in Work Program, a prior corridor study was conducted by consultant.  County, City and FDOT to determine implementation plan.  Further study recommended.
2 72100000 17.665 18.465 SR  A1A 281 41,118 1 125 190 2006 Segment
2 72100000 18.765 19.665 SR  A1A 300 43729 1 120 217 In Work Program, no prior study. Resurfacing, safety, and traffic signal projects programmed.  No further action recommended.
2 26070000 19.387 20.017 SR 26 212 29885 0 114 134 Not in Work Program, no prior study.  Safety study recommended and to be conducted in Fall 2007.
2 72270000 20.5 21.667 SR 8 266 144,516 0 233 145 2006 Segment
2 72010000 20.817 21.69 SR 10 119 8,242 0 111 52 2006 Segment
3 48012000 0 0.4 SR  296 169 30666 2 187 61 No improvements were identified along segment. No further action recommended.
3 55005000 0 0.649 SR  265 178 34,353 1 131 86 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 57130000 0 0.7 SR  189 129 37306 0 126 55 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 55006000 0.785 1.042 SR  371 133 21098 0 119 60 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 46020000 1.1 1.5 SR 30 143 49,468 3 115 65 2006 Segment
3 46060000 0.7 1.5 SR 77 137 21,515 0 99 72 2006 Segment
3 46020000 1.148 1.548 SR 30 129 45489 2 135 53 Will conduct safety study in Fall 2007.
3 46040000 1.666 2.166 SR 75 118 17,383 0 97 63 2006 Segment
3 48280000 2.04 2.34 SR 30 71 17950 2 107 24 Will conduct safety study in Fall 2007.
3 55080000 1.674 2.774 SR 20 221 39,040 0 180 99 2006 Segment
3 48012000 2.8 3.2 SR  296 100 30500 0 120 41 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 58010000 2.838 3.238 SR 10 79 35401 1 127 21 Will conduct safety study in Fall 2007.
3 48190000 3.068 3.677 SR  297 99 25,761 1 102 37 2006 Segment
3 57110000 3.805 4.318 SR  189 134 42,443 1 102 64 2006 Segment
3 48070000 3.98 4.38 SR  291 103 25693 0 107 44 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 55050000 4.17 4.87 SR 61 176 48954 0 128 89 No improvements were identified along segment. Currently is a 3-lane section. No further action recommended.
3 48012000 4.585 4.985 SR  296 107 31519 0 109 46 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 48205000 5.391 5.791 SR  173 79 18307 2 115 28 Will conduct safety study in Fall 2007.
3 58010000 5.6 6.1 SR 10 84 36,166 0 97 35 2006 Segment
3 48070000 5.438 6.102 SR  291 168 37,952 0 121 88 2006 Segment
3 48040000 5.713 6.213 SR 95 140 44,250 0 151 59 2006 Segment
3 48070000 6.191 6.64 SR  291 145 53591 3 110 70 No improvements were identified along segment. Currently under construction.
3 48070000 6.418 7.013 SR  291 214 51,320 4 142 110 2006 Segment
3 55060000 6.202 7.102 SR 10 400 60887 0 217 248 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 58010000 6.6 7.3 SR 10 101 32764 1 111 38 Will conduct safety study in Fall 2007.
3 55010000 7.111 7.989 SR 63 297 43214 0 210 166 Will conduct safety study in Fall 2007.
3 58030000 7.493 8.293 SR 30 151 37044 0 161 63 Will conduct safety study in Fall 2007.
3 48004000 7.675 8.313 SR  295 180 38,271 0 151 83 2006 Segment
3 48040000 7.407 8.407 SR 95 178 42833 0 176 71 Will conduct safety study in Fall 2007.
3 55060000 7.661 8.455 SR 10 468 42545 0 287 274 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 48004000 8.313 8.786 SR  295 135 34037 1 143 59 No improvements were identified along segment. R/W is constrained. No further action recommended.
3 48010000 10.237 11.037 SR 10 153 35042 0 138 63 Will conduct safety study in Fall 2007.
3 48020000 10.894 11.196 SR 10 140 37,825 0 126 72 2006 Segment
3 48010000 11.137 11.637 SR 10 147 40438 1 175 49 Will conduct safety study in Fall 2007.
3 58030000 19.593 20.293 SR 30 107 35661 0 105 49 Will conduct safety study in Fall 2007.
4 86180000 0 0.846 SR  A1A 291 40840 0 272 109 Crash concentrations along the segment have been identified, and rear-end, angle and left-turn crash types stand out.  Night time and wet weather crashes are slightly higher in some areas. At Miami Rd. a safety project is programmed and should help reduce angle crashes, at Cordova Rd. a safety and operational study will be conducted.
4 86070000 0.2 1.1 SR 9 273 228983 4 248 123 Interstate location - ongoing I-95 ROR study - no further info.
4 86028000 0.8 1.5 SR  834 178 47055 7 172 74 Crash concentrations along the segment have been identified, a decrease in crashes has been observed at both intersections.  Night time crashes are above the state average with left-turn, rear-end and sideswipes stand out.  Collision diagrams are recommended.
4 86016000 1.1 1.8 SR  848 196 38,003 3 173 91 2006 Segment
4 86070000 1.5 1.9 SR 9 152 262,574 1 165 57 2006 Segment
4 93220000 0.9 1.9 SR 9 299 198040 5 222 165 Interstate location - ongoing I-95 ROR study - no further info.
4 86020000 1.4 2.1 SR 5 233 57821 2 173 107 Crash concentrations along the segment have been identified with night and wet weather crashes above the state average. Rear-end, angle, left-turn and sideswipe crashes stand out. Field observations do not reveal significant reasons other than traffic disregarding the signal. Contact Broward Co. on malfunctioning ped signal @ NE 17th Way, and discuss possible signal timing modification.
4 93150000 1.7 2.182 SR  809 186 40231 1 178 68 Crash concentrations along the segment have been identified, with wet weather crashes slightly above the state average. Rear-end, angle and sideswipe crashes stand out. No significant patterns were found. No further action recommended.
4 86090000 1.8 2.3 SR  816 231 63956 0 231 93 Crash concentrations along the segment have been identified, with night time and wet weather crashes higher than the state average at some sites. Rear-end and left-turn crashes stand out. An arterial study was conducted in 1999, and resurfacing is currently programmed, other construction is complete. Flashing beacon not working -contact Broward Co. to investigate.
4 86070000 2.4 3.1 SR 9 329 263911 3 350 135 Interstate location - ongoing I-95 ROR study - no further info.
4 86070000 2.5 3.1 SR 9 339 266,121 4 317 157 2006 Segment
4 93150000 2.191 3.291 SR  809 168 34160 1 173 54 Crash concentrations along the segment have been identified with night and wet weather crashes above the state average. Rear-end, angle, left-turn and sideswipe crashes stand out. No significant pattern emerged. No further action recommended.
4 86230000 2.5 3.3 SR  822 292 45936 1 199 170 Crash concentrations along the segment have been identified and analyzed. Angle and left-turn crashes stand out. A safety study was conducted and safety project programmed. Safety recommends a change from protected/permissive phase on EB left-turns to a protected only phase for EB left-turns.
4 93220000 2.5 3.6 SR 9 317 188,992 3 220 182 2006 Segment
4 86190000 3.319 3.819 SR  823 203 46,818 0 194 89 2006 Segment
4 86110000 4.499 5.299 SR  838 333 57833 3 229 190 Crash concentrations along the segment have been identified, with night time and wet weather crashes higher than the state average. Rear-end and left-turn types stand out. A traffic and safety study was conducted, sidewalk is programmed in the area of NW 34th Ave. Protected/permissive phases for EB & WB approaches should help. No further action recommended.
4 86070000 5 5.7 SR 9 249 280482 4 232 113 Interstate location - ongoing I-95 ROR study - no further info.
4 86090000 5.2 5.8 SR  816 281 60659 0 180 170 Crash concentrations along the segment have been identified and some previously analyzed. Left-turn crashes stand out. A safety study was conducted EB & WB vehicles failing to yield. Ped signal not working properly, contact Broward Co. to investigate malfunctioning ped signal.
4 93220000 4.6 5.8 SR 9 326 181718 3 241 181 Interstate location - ongoing I-95 ROR study - no further info.
4 86130000 5.328 6.037 SR  814 280 51483 1 215 138 Crash concentrations along the segment have been identified, with some already analyzed. Night time crashes are slightly over the state average,   rear-end and left- turn crash types stand out.  A resurfacing project is programmed, and an upcoming RRR project is expected to reduce some crashes.
4 86070000 5.9 6.5 SR 9 217 277,861 1 206 101 2006 Segment
4 86090000 5.9 6.6 SR  816 391 63470 1 221 238 Prior study conducted - No new status information provided.
4 86110000 5.399 6.799 SR  838 213 57827 0 187 111 Crash concentrations along the segment have been identified and a corridor study is being conducted at SR 838 & NW 24th Ave.  Rear-end, angle, sideswipe and left-turn crashes stand out, however no significant patterns found. Of 6 ped & bike crashes, in most, the ped or cyclist were at fault. No further action recommended. 
4 86110000 6.199 6.799 SR  838 212 62493 1 199 99 Crash concentrations along the segment have been identified.  Wet weather crashes slightly higher than average. Rear-end, left-turn and sideswipe crashes stand out. No further action recommended.
4 86006000 6.3 7.166 SR  842 341 47850 2 261 169 Crash concentrations along the segment have been identified with some already analyzed. Night time crashes are above the state average. Andrews Ave. location has failure to yield R/W concerns, but actual R/W constraints prohibit the addition of turn lanes. Broward Co. will be contacted to review signal timing.
4 86006000 5.9 7.166 SR  842 520 53,860 4 429 253 2006 Segment
4 86110000 6.899 7.299 SR  838 222 62460 0 217 93 Prior study conducted - No new status information provided.
4 86028000 6.992 7.692 SR  834 338 63,487 0 165 219 2006 Segment
4 86028000 7.992 8.692 SR  834 253 47475 2 174 131 Crash concentrations along the segment have been identified and locations analyzed with additional study being recommended. No further action at this time.
4 86040000 7.37 8.77 SR  820 421 56869 1 354 210 Crash concentrations along the segment have been identified, and some crash types stand out.  Night time and wet weather crashes are slightly higher in some areas. No further action recommended at this time.
4 93220000 7.9 8.9 SR 9 294 164862 1 213 170 Interstate location - ongoing I-95 ROR study - no further info.
4 86070000 10 10.6 SR 9 234 292350 2 218 96 Interstate location - ongoing I-95 ROR study - no further info.
4 93220000 9.4 10.7 SR 9 463 154313 2 311 270 Interstate location - ongoing I-95 ROR study - no further info.
4 86070000 12.9 13.6 SR 9 273 275898 3 270 110 Interstate location - ongoing I-95 ROR study - no further info.
4 86100000 12.212 13.612 SR 7 529 51566 1 527 230 Prior study conducted - No new status information provided.
4 86040000 13.493 14.123 SR  820 314 50419 0 196 192 Prior study conducted - No new status information provided.
4 93220000 15.6 16.9 SR 9 530 145354 0 459 282 Interstate location - ongoing I-95 ROR study - no further info.
4 93220000 17.1 18 SR 9 211 147125 3 177 109 Interstate location - ongoing I-95 ROR study - no further info.
4 86100000 18.012 18.612 SR 7 222 54433 1 228 59 Prior study conducted - No new status information provided.
4 86070000 18.1 18.8 SR 9 223 242643 0 214 101 Interstate location - ongoing I-95 ROR study - no further info.
4 93220000 18.2 19.6 SR 9 394 160357 1 330 217 Interstate location - ongoing I-95 ROR study - no further info.
4 86070000 20 20.6 SR 9 165 238162 0 177 59 Interstate location - ongoing I-95 ROR study - no further info.
4 93220000 19.7 20.7 SR 9 394 158291 2 365 192 Interstate location - ongoing I-95 ROR study - no further info.
4 86070000 21.3 22 SR 9 209 210962 2 201 83 Interstate location - ongoing I-95 ROR study - no further info.
4 93220000 21 22.5 SR 9 474 154936 7 384 271 Interstate location - ongoing I-95 ROR study - no further info.
4 93070000 22.229 22.829 SR  809 228 47588 3 225 94 Specific crash sites along the segment have been identified and analyzed previously. Night time crashes are over the state average with rear-end crashes predominant. Angle and sideswipe crashes occurring. No further action recommended.
4 93070000 22.029 23.029 SR  809 324 46,370 2 332 122 2006 Segment
4 93220000 22.8 25.2 SR 9 875 149,968 7 748 491 2006 Segment
4 93220000 26.6 29.3 SR 9 1096 151080 7 845 623 Interstate location - ongoing I-95 ROR study - no further info.
4 93220000 30.6 31.8 SR 9 422 165524 5 306 237 Interstate location - ongoing I-95 ROR study - no further info.
4 93220000 36.3 37.3 SR 9 247 110272 1 182 136 Interstate location - ongoing I-95 ROR study - no further info.
5 75002000 0 0.22 SR  482 120 45329 0 146 40 In Work Program, landscaping underway, PD&E and EMO study programmed. Crash report review shows trends of rear-end, left-turn and sideswipe crashes. PD&E study should address these. No further study recommended.
5 75035000 0 0.275 SR 535 80 47393 0 108 26 In Work Program, WB ramps at I-4 are under construction. Composite study  of ramp area was conducted in 2006. No further study recommended.
5 75037000 0 0.3 SR  434 174 66,331 0 123 89 2006 Segment
5 75002000 0.22 0.682 SR 482 136 40433 1 126 66 In Work Program, landscaping underway, PD&E and EMO study programmed. Crash report review shows trends of rear-end, left-turn and angle crashes. PD&E study should address these. No further study recommended.
5 79220000 0.142 0.824 SR  430 114 20,698 0 111 41 2006 Segment
5 70140000 0.4 1.057 SR 3 93 33,161 1 116 29 2006 Segment
5 75035001 0.63 1.13 SR  535 101 43,366 2 127 36 2006 Segment
5 75270000 0.458 1.158 SR  435 138 36493 2 176 36 In Work Program, intersection improvements at International Dr. have been adopted, not begun. Lighting justification report was completed for area from Turkey Lake Rd. to Presidents Dr. Majority of crashes occur at I-Drive.  Proposed projects in WP list improvements for this intersection. No further study.
5 75060000 0.7 1.4 SR 50 237 44,910 2 239 85 2006 Segment
5 79030000 0.7 1.4 SR 5 146 29,277 1 109 68 2006 Segment
5 36004000 0.973 1.473 SR  464 115 36492 0 102 45 In Work Program, intersection improvements and rail safety projects underway. Crash report review shows primarily rear-end crashes. Proposed railroad bridge project should correct most crash issues. No further study recommended.
5 75012000 0.9 1.5 SR  552 184 35358 0 180 76 Not in Work Program. Crash report review shows a trend of angle crashes. Geometry of Dixie Belle Dr. is offset. There are 184 crashes within 6 tenths of a mile. Further safety study to be considered.
5 75030000 1.069 1.869 SR  526 98 16,000 2 106 33 2006 Segment
5 75060000 1.8 2.4 SR 50 165 45,966 1 131 74 2006 Segment
5 75270000 1.955 2.496 SR  435 181 60,823 3 175 67 2006 Segment
5 79080000 1.059 2.559 SR  600 327 16377 3 230 161 In Work Program for Daytona Beach street scaping project. Crash report review shows primarily rear-end and sideswipe crashes.  No further study recommended.
5 75060000 2.853 3.153 SR 50 103 52498 0 115 33 Not in Work Program. Crash report review shows trend of angle crashes. This is a congested urban section with high traffic volumes. Further safey study to be considered.
5 75002000 2.81 3.28 SR  482 109 46118 1 105 54 In Work Program, PD&E and EMO study programmed. Crash report review shows trends of rear-end and sideswipe crashes. PD&E study should address these. No further study recommended.
5 75270000 2.896 3.296 SR  435 197 56833 1 198 64 Construction complete on SR 435 from 1700' south of Conroy to SR 50. Crash report review shows 217 collisions within a half mile with angle crashes predominant at Conroy. Further safety study to be considered.
5 75003000 2.952 3.352 SR  436 99 49,000 2 118 31 2006 Segment
5 75060000 2.653 3.353 SR 50 160 49,659 0 176 61 2006 Segment
5 75260000 4.086 4.486 SR  424 118 33698 1 102 50 In Work Program, project from Adanson St. to US 441 programmed. Safety data reflects high crash rate and crash report review shows high number of angle and left-turn crashes. Current work program does not include corridor improvements to SR 424. Further safety study to be considered.
5 75200000 4.1 4.733 SR  551 200 42,087 0 179 97 2006 Segment
5 75200000 4.3 4.733 SR 551 134 41693 0 125 60 Not in Work Program. Signal warrant conducted 2005 at Yucatan Drive. Crash report review shows trend of angle and left-turn crashes. Further safety study to be considered.
5 75050000 4.016 4.816 SR 50 151 44,602 1 160 45 2006 Segment
5 75270000 3.696 4.896 SR  435 316 58,047 0 349 100 2006 Segment
5 75003000 4.242 4.995 SR  436 220 50492 0 239 75 In Work Program, construction complete from ramp at SR 528 to SR 552. No significant correctable crash trends observed after construction was completed. No further study recommended.
5 75010000 4.863 5.263 SR 500 107 49333 0 107 48 Not in Work Program. Crash report review shows a trend of left- turn and angle crashes. Further safety study is recommended based on this emerging pattern.
5 75003000 4.995 5.295 SR  436 127 54665 0 159 43 In Work Program, add lanes and reconstruct completed, resurfacing and traffic ops improvements programmed. Crash report review shows sideswipe and rear-end trends. Prior study conducted for rear-end crash problems. No further study.
5 75003000 4.995 5.495 SR  436 209 52,754 2 230 72 2006 Segment
5 75250000 5.211 5.611 SR 438 108 39166 1 108 43 In Work Program, resurfacing programmed, and safety project completed. Past access management construction project should address crash history. No further study recommended.
5 75270000 5.296 5.696 SR 435 114 49833 0 125 40 In Work Program, construction project completed. Prior qualitative assessment conducted in 2005. Crash report review shows trends on rear-end and sideswipe crashes. No further study recommended.
5 75003000 5.995 6.295 SR  436 166 59535 0 171 62 In Work Program, resurfacing and traffic ops improvement projects. Majority of crashes are rear-end collisions.  No further study recommended.
5 75003000 5.595 6.395 SR  436 268 55,355 3 290 92 2006 Segment
5 75250000 5.711 6.511 SR  438 225 40,971 3 193 108 2006 Segment
5 75008000 5.64 6.54 SR  408 181 112621 2 200 52 Toll facility - some expressway contracted projects are programmed. Construction is underway. Further review of crash data will be done after construction is completed.
5 75200000 6.303 6.703 SR  551 132 35090 2 101 65 Not in Work Program. Prior safety study was conducted. Crash report review shows trends of rear-end and sideswipe crashes. No further study recommended.
5 75060000 6.24 6.786 SR 50 127 44,496 3 121 56 2006 Segment
5 75003000 7.197 7.369 SR 436 142 54361 1 107 71 In Work Program, construction scheduled from SR 552 to Seminole County line. Crash report review shows primarily rear-end and sideswipe crashes. No further study recommended.
5 92030000 6.351 7.451 SR  500 178 44,074 0 186 51 2006 Segment
5 92030000 6.451 7.551 SR  500 200 43729 1 220 55 In Work Program, add lanes, rehab pavement, future PD&E and EMO studies underway. Left-turn phase warrant @ Commerce Center Drive. Future projects should address crash trends which are primarily rear-end crashes.  No further study.
5 75003000 7.369 7.825 SR 436 115 48330 2 133 40 In Work Program, PD&E and EMO study underway, resurfacing and drainage projects programmed. Assessment conducted in 2005 for emergency signal at First Station. Crash report review shows rear-end crash trend. No further study recommended.
5 79190000 8.007 8.507 SR    5A 158 35698 0 111 83 In Work Program, resurfacing and safety projects programmed. Future projects should address crash trends of primarily rear-end and sideswipe crashes. No further study recommended.
5 75010000 8.564 8.792 SR 500 141 63720 1 111 63 Not in Work Program. An intersection analysis was conducted in 2006 at Oak Ridge Road. NB & SB left-turn crash trends observed. Protected only phase  is now provided. No further study recommended.
5 75060000 9.276 9.676 SR 50 102 50,434 0 108 36 2006 Segment
5 77010000 9.221 9.921 SR 15 178 42464 1 132 94 In Work Program, preconstruction underway for add lanes and reconstruct, resurfacing contract executed. PD&E study conducted in 2005, and should address the predominantly rear-end crashes.  No further study recommended.
5 77010000 9.221 10.021 SR 15 148 41,691 2 106 82 2006 Segment
5 75010000 9.992 10.392 SR 500 145 65627 2 110 72 Not in Work Program. Crash report review shows trend of angle crashes. This is a 7lane divided section. Further safety study to be considered.
5 75010000 10.592 11.083 SR  500 149 66,159 1 128 64 2006 Segment
5 75060000 10.076 11.376 SR 50 102 50,434 0 108 36 2006 Segment
5 75060000 10.076 11.376 SR 50 228 52048 1 257 79 In Work Program, add lanes, rehab pavement, future capacity projects. Traffic Ops Eng. report done 2006. Crash report review shows rear-end crash trend. No further study recommended.
5 75010000 11.483 12.183 SR  500 132 35,113 3 117 62 2006 Segment
5 75050000 11.595 12.187 SR 50 102 41830 1 113 37 In Work Program, add lanes and reconstruct, and capacity projects programmed. Crash report review shows primarily rear-end crashes. No further study recommended.
5 75060000 11.576 12.276 SR 50 222 48763 0 184 98 In Work Program, add lanes, rehab pavements, future capacity projects. Future projects should address crash trends which are primarily rear-end and sideswipe crashes. No further study.
5 75280000 12 12.6 SR  400 144 134562 1 189 49 Interstate location - In Work Program, PD&E and EMO study underway, add lanes and reconstruct projects. Crash report review shows trend of sideswipe and rear-end crashes. PD&E study should address these.  No further study recommended.
5 75060000 12.376 12.849 SR 50 85 45737 5 101 26 In Work Program, add lanes and rehab pavement, and capacity projects programmed. No prior study conducted. Crash report review shows primarily rear-end crashes. Proposed construction project should address these. No further study.
5 75050000 12.687 13.087 SR 50 157 45,000 0 152 59 2006 Segment
5 75010000 12.902 13.16 SR 500 118 36663 0 125 42 Not in Work Program. No prior study conducted. Crash report review shows trend of angle and left-turn crashes. Further safety study to be considered.
5 75060000 12.993 13.493 SR 50 129 38833 1 120 50 In Work Program, add lanes and rehab pavement, and capacity projects programmed. Traffic Ops Eng. Report done in 2006. Crash report review shows primarily rear-end crashes.  No further study recommended.
5 75060000 12.993 13.593 SR 50 143 39,664 2 138 56 2006 Segment
5 75010000 13.16 13.66 SR  500 133 36666 3 140 46 Not in Work Program. Crash report review shows trend of left- turn crashes. No work currently programmed. Further safety study to be considered.
5 75010000 13.16 13.76 SR  500 139 34,568 2 132 59 2006 Segment
5 75280000 13.5 14 SR  400 132 151798 1 136 53 Interstate location - In Work Program, PD&E and EMO study underway, add lanes and reconstruct projects. Crash report review shows trend of sideswipe and rear-end crashes. PD&E study should address these.  No further study recommended.
5 75050000 14.687 15.087 SR 50 111 42656 1 104 43 In Work Program, resurfacing completed, traffic signal project programmed. No prior study conducted. Crash report review shows primarily rear-end crashes. Future retiming and past resurfacing projects should address these. No further study.
5 75280000 14.7 15.3 SR  400 129 177,293 1 149 36 2006 Segment
5 75280000 15.9 16.3 SR  400 115 174,166 2 119 42 2006 Segment
5 75280000 16.8 17.4 SR  400 198 181650 0 190 71 Interstate location - In Work Program, PD&E and EMO study underway, add lanes and reconstruct projects. Crash report review shows trend of sideswipe and rear-end crashes. PD&E study should address these.  No further study recommended.
5 75280000 21.2 21.9 SR  400 112 168956 0 130 40 Interstate location - In Work Program, PD&E and EMO study underway, add lanes and reconstruct projects. Crash report review shows trend of sideswipe and rear-end crashes. PD&E study should address these.  No further study recommended.
5 75190001 39.12 39.72 SR  423 157 45598 1 155 66 In Work Program, construction project completed. Prior technical memo for ramp area however no safety recommendations were included. No further study recommended.
6 87053000 0.5 1 SR  968 222 61,730 2 226 101 2006 Segment
6 87053000 0.6 1.606 SR 968 400 59111 3 421 187 In Work Program, (FM 41798-1) on July 19, 2005.  SW 76-73 Ct. No further study recommended.
6 87066000 0.125 1.703 SR 922 1148 36599 3 450 853 In Work Program (FM 407591-1) on Sept. 21, 2005.  Crash analysis and safety reviews show trends of angle, rear-end, and sideswipe crashes. Large total intersection volume, restricted sight distance, inadequate signal time, and possible slippery surface could be contributing factors. Expected values not available.  Location is at the I-95 ON/OFF ramps, and no further study is recommended.
6 87038000 1.178 1.878 SR  932 297 53,159 2 228 162 2006 Segment
6 87066000 1 1.897 SR  922 837 37,931 3 253 652 2006 Segment
6 87019000 1.6 2 SR  817 241 54,026 0 241 101 2006 Segment
6 87085000 0.859 2.255 SR 933 647 18991 1 363 429 In Work Program, (FM 418236-4) pedestrian safety project at SW 8 St. and SW 1 Street.  No further study recommended.
6 87044000 2 3.4 SR 976 564 58330 5 510 276 In Work Program, resurfacing in July, 2006.  Crashes primarily angle, left-turn and rear-end. Short amber phase, large volume of left-turns, congestion during peak hours. Prior safety review recommended protected only phase operation. Perform further review of hard copies and field review.
6 87034000 2.095 4.095 SR 915 882 23034 1 353 653 In Work Program, (FM 414687-1 and 422701-1) respectively on Nov. 11, 2005 and June 18, 2008.  Prior safety study conducted.  No further study recommended.
6 87001000 3.082 4.182 SR 94 480 51515 0