STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DISPOSITION OF FATAL CRASH DISTRICT SIX INITIAL REVIEW Relevant Studies/CTPs R Relevant Programmed Projects N/A FM No. 436310-1: SW 87 Avenue and SW 4 Street - Intersection Improvements R CRASH NARRATIVE The subject crash occurred in the unsignalized intersection of SW 4 Street and SR 973 within the city limits of Miami City in Miami- Dade County on Saturday, July 18, 2015 at 3:30 PM. According to the police report, Pedestrian 1 was traveling northbound on SR 973 on the left side of the street. Vehicle 1 was traveling eastbound on SW 4 Street, approaching the intersection of SR 973. Pedestrian 1 attempted to cross the intersection and traveled into the path of Vehicle 1 as the vehicle was making a right turn. Pedestrian 1 fell into the roadway and struck the front right side of Vehicle 1. The police report indicates that the incident happened under daylight conditions, in cloudy weather and wet roadway surface conditions. Pedestrian 1 was taken to Kendall Regional where he was pronounced deceased. R CRASH DATA REVIEW (crash summary sheets attached) The subject crash was a pedestrian crash. Five years of data (2010-2014) was obtained at the intersection of SR 973 (MP 8.235 to 8.335) and SW 4 Street from the FDOT Crash Analysis Reporting (CAR) System. A total of 57 crashes were reported at this intersection during the five-year study period: 20 crashes - 2010, 9 crashes, - 2011, 9 crashes - 2012, 4 crashes - 2013, and 15 crashes - 2013. The trend was initially decreasing, but increased substantially in 2014. Out of the total number of crashes, 18 (31.6%) crashes occurred during nighttime conditions. The most common crash types at the study intersection are rear-end (16 crashes) and left-turn crashes (15 crashes). Out of the total number of crashes, 23 injury crashes, no fatal crashes, and 8 crashes occurred under wet roadway surface conditions. The crash data did not show any other pedestrian crashes; however, there were two bicycle collisions reported. The subject fatal crash and the two bicycle collisions are presented in the collision diagram. The calculated Confidence Levels for this intersection suggest that the subject location crash rate was abnormally high in two years of the study period (2010 and 2014). After performing an expected value analysis (EVA), several crash types were identified as abnormally higher than the district average for this type of intersection including left-turn (15 crashes), right-turn (7 crashes), collisions with bicycles (2 crashes), and crashes occurring during wet conditions (8 crashes). A review of the high crash intersections from the High Crash/Reference Intersections Report, obtained from the CAR System, found that the intersection of SR 973 and SW 4 Street has been identified as a high crash intersection during the first year of the study period (2010). R OFFICE-BASED REVIEW NOTES Google Earth aerials and street view imagery were reviewed in the office to identify existing roadway characteristics and conditions that may have led to the fatal crash. SR 973 is a 4-lane divided roadway. A 15-foot wide grass median separates the northbound and southbound lanes of SR 973. SW 4 Street is a two-lane, undivided road. Street lighting is present along northbound SR 973, spaced about 125-155 feet apart. The posted speed limit is 40 mph along SR 973. There is a retaining wall adjacent to the houses on southbound SR 973 at the Southeast corner which may impact sight distance for both pedestrians walking northbound and vehicles turning onto and from SR 973 to SW 4 Street. The intersection is a two-way stop-controlled with visible crosswalks on the east and west legs of the intersection. There is one bus stop located on the southeast corner of the intersection and no bike lanes present. This intersection is included in an intersection improvement project programmed in the 2016-2021 approved work program (FM No. 436310-1) with preliminary engineering scheduled for 2016 and construction scheduled for 2018. The programmed project will modify the existing full median opening to a northbound directional median.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION LOCATION MAP LOCATION ID SW 4 STREET AT SR 973 / SW 87 AVENUE COUNTY Miami-Dade SECTION 87047000 BEGIN MILEPOST 8.235 END MILEPOST 8.3335 PREPARED BY KAI Not to Scale CRASH SUMMARY (5 YEAR TOTALS) PDO INJURY CRASHES FATAL CRASHES TOTAL NIGHT CRASHES WET CRASHES 34 23 0 57 18 8
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STREET VIEW IMAGERY LOCATION ID SW 4 STREET AT SR 973 / SW 87 AVENUE COUNTY Miami-Dade SECTION 87047000 BEGIN MILEPOST 8.235 END MILEPOST 8.3335 PREPARED BY KAI Looking eastbound along 4th Street at the subject fatal crash location (Photo Date: April 2015) Looking northbound along SR 973 in the vicinity the subject fatal crash location (Photo Date: May 2015)
COLLISION DIAGRAM LOCATION ID SW 4 STREET AT SR 973 / SW 87 AVENUE COUNTY Miami-Dade SECTION 87047000 BEGIN MILEPOST 8.235 END MILEPOST 8.3335 PREPARED BY KAI SR 973/SW 87th Ave Not to Scale 6 SW 4th Street 2 CRASH SUMMARY (5 YEAR TOTALS) PDO INJURY CRASHES FATAL CRASHES TOTAL NIGHT CRASHES WET CRASHES 34 23 0 57 18 8 LEGEND Fatal Crash No. Crash No. XX Bicycle Crash Pedestrian Crash Dark Crash 2010 Crash 2011 Crash 2012 Crash 2013 Crash 2014 Crash Daylight Crash
SAFETY RATIO/CONFIDENCE LEVEL SUMMARY OF CRASHES BY CONTRIBUTING CAUSE Location: SW 4 STREET AT SR 973 / SW 87 AVENUE State Section: 87047000 State Road: 973 Intersection: SW 4 STREET AT SR 973 / SW 87 AVENUE Engineer: KAI Area Type: Suburban Spot/Segment: Spot Spot Type: Begin Milepost: 4-5 Lanes 2wy Div Rasd 4 Legs 8.235 End Milepost: 8.334 Year Number of Crashes ADT Actual Crash Rate (ACR) 2010 20 41,500 1.320 2011 9 36,000 0.685 2012 9 42,000 0.587 2013 4 37,000 0.296 2014 15 34,000 1.209 District 6 Average Crash Rate (A) 0.435 0.443 0.444 Average Critical Crash Vehicle Rate (CCR) Exposure (M) 15.148 13.140 15.330 0.505 13.505 0.847 0.530 12.410 0.734 0.765 Safety Ratio 1.799 0.896 Statistical Significance 5.419 1.525 Confidence Level 99.9999% 93.6352% 0.745 0.788 1.032 84.9059% 0.350-0.888 0.895 1.351 3.479 18.7168% 99.9748% ADT Average Daily Traffic ACR Actual Crash Rate = No. of crashes in a year / Average Vehicle Exposure (M) M Average Vehicle Exposure (million vehicles or million vehicles miles) = [(ADT * 365 * L) / 1,000,000] L = Length of the Segment for Segment Analysis, 1 for Spot Analysis A Average Crash Rate CCR Critical Crash Rate = A + K * (SQRT[A/M]) - (1/[2 * M]) (Ref: FDOT Highway Safety Improvement Program Guidelines) K = 3.291 for Urban, 1.960 for Suburban, 1.645 for Rural K = 1.960 Safety Ratio = ACR/CCR Level of statistical significance = (ACR - A + (1/2M))/SQRT(A/M) Confidence Level = Percent probability that the crash rate is abnormally high for the location under study, using the district-wide average as a basis. Contributing Cause\Year Careless Driving Failed To Yield Right-Of-Way Improper Turn Disregarded Traffic Control (Signal/Stop) Improper Backing Improper Lane Change Followed Too Closely Alcohol/Drugs-Under Influence Failed To Maintain Equipment/Vehicle Improper Passing Exceed Safe/Stated Speed Limit Driving Wrong Side/Way/Drove Left of Center All Other Total Summary by Contributing Cause 2010 2011 7 2 6 2 3 1 0 2 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2 20 9 2012 2013 5 Year Total Crashes Mean Crashes Per Year Percent 2 2 5 18 3.6 31.6% 4 1 5 18 3.6 31.6% 0 1 0 5 1.0 8.8% 0 0 0 2 0.4 3.5% 0 0 0 1 0.2 1.8% 0 0 0 1 0.2 1.8% 0 0 0 1 0.2 1.8% 0 0 0 0 0.0 0.0% 0 0 0 0 0.0 0.0% 0 0 0 0 0.0 0.0% 0 0 0 0 0.0 0.0% 0 0 0 0 0.0 0.0% 3 0 5 11 2.2 19.3% 9 4 15 57 11.4 100.0% Note: The CARS summary provides two fields for contributing cause. To get a better understanding of the contributing causes in the crash analysis, the following assumptions are made to choose an appropriate contributing cause - If contributing cause 2 is 0 (unknown), 1 (no improper driving), 2 (careless driving), or 77 (all other), then contributing cause 1 is used. If contributing cause 1 is 2, then contributing cause 2 is used. If contributing cause 1 is 3 (failed to yield right-of-way) and contributing cause 2 is 11 (disregarded traffic signal), 13 (disregarded stop sign), 15 (improper passing), or 20 (disregarded other traffic control), then contributing cause 2 is used. 2014
FDOT DISTRICT 6 EXPECTED VALUES ANALYSIS SW 4 STREET AT SR 973 / SW 87 AVENUE 4 Lane x 2 Lane, Unsignalized, 4 Leg Intersection, Divided Number of Crashes Year 2010 2011 2012 2013 2014 5 Year Total Crashes Mean Crashes Per Year % Expected Annual Crash Value Abnormally High Crashes per year 90th percentile 95th percentile Abnormal 90th Percentile Abnormal 95th Percentile CRASH TYPE Rear End 7 2 2 1 4 16 3.20 28.1% 4.69 5.34 Head On 0 0 0 0 1 1 0.20 1.8% 0.29 0.33 Angle 2 3 0 1 1 7 1.40 12.3% 3.44 3.93 Left Turn 4 2 4 0 5 15 3.00 26.3% 1.22 1.39 X X Right Turn 3 1 1 0 2 7 1.40 12.3% 0.36 0.41 X X Sideswipe 1 1 1 2 1 6 1.20 10.5% 1.40 1.60 Backed Into 1 0 0 0 0 1 0.20 1.8% 0.26 0.30 Coll. w/ Parked Car 0 0 0 0 0 0 0.00 0.0% 0.00 0.00 Coll. w/ Pedestrian 0 0 0 0 0 0 0.00 0.0% 0.48 0.55 Coll. w/ Bicycle 1 0 0 0 1 2 0.40 3.5% 0.16 0.19 X X Fixed Object 0 0 0 0 0 0 0.00 0.0% 0.90 1.02 Ran Off Road 0 0 0 0 0 0 0.00 0.0% 0.23 0.27 Overturned 0 0 0 0 0 0 0.00 0.0% 0.11 0.13 Other 1 0 1 0 0 2 0.40 3.5% 1.34 1.50 Total Crashes 20 9 9 4 15 57 11.40 100.0% 13.06 14.82 SEVERITY PDO Crashes 12 6 4 3 9 34 6.80 59.6% 6.03 6.85 X Fatal Crashes 0 0 0 0 0 0 0.00 0.0% 0.74 0.86 Injury Crashes 8 3 5 1 6 23 4.60 40.4% 12.35 13.99 LIGHTING Daylight 10 4 8 4 13 39 7.80 68.4% 8.59 9.75 CONDITIONS Dusk 1 0 0 0 0 1 0.20 1.8% 0.40 0.46 Dawn 0 0 0 0 0 0 0.00 0.0% 0.20 0.24 Dark 9 5 1 0 2 17 3.40 29.8% 4.16 4.73 Unknown 0 0 0 0 0 0 0.00 0.0% 0.24 0.28 SURFACE Dry 19 7 8 3 12 49 9.80 86.0% 11.44 13.00 CONDITIONS Wet 1 2 1 1 3 8 1.60 14.0% 1.55 1.75 X Others 0 0 0 0 0 0 0.00 0.0% 0.32 0.36 MONTH January 4 0 2 0 0 6 1.20 10.5% 1.05 1.19 X X OF YEAR February 1 0 1 1 1 4 0.80 7.0% 1.29 1.48 March 2 1 1 1 0 5 1.00 8.8% 1.45 1.65 April 1 1 0 0 2 4 0.80 7.0% 1.31 1.51 May 1 0 0 0 2 3 0.60 5.3% 1.25 1.42 June 3 1 2 0 3 9 1.80 15.8% 1.45 1.66 X X July 2 2 0 0 1 5 1.00 8.8% 1.32 1.52 August 1 2 1 0 1 5 1.00 8.8% 0.72 0.83 X X September 3 0 0 0 2 5 1.00 8.8% 1.03 1.17 October 0 1 1 1 1 4 0.80 7.0% 1.27 1.45 November 0 1 0 1 2 4 0.80 7.0% 2.06 2.36 December 2 0 1 0 0 3 0.60 5.3% 0.83 0.93 DAY Sunday 1 0 1 0 0 2 0.40 3.5% 2.08 2.36 OF WEEK Monday 2 2 2 1 1 8 1.60 14.0% 1.32 1.49 X X Tuesday 3 4 2 0 6 15 3.00 26.3% 2.36 2.67 X X Wednesday 6 1 3 1 2 13 2.60 22.8% 1.78 2.03 X X Thursday 5 0 1 1 3 10 2.00 17.5% 1.79 2.05 X Friday 3 2 0 1 2 8 1.60 14.0% 2.11 2.41 Saturday 0 0 0 0 1 1 0.20 1.8% 2.73 3.14 HOUR 00:00-06:00 2 1 0 0 0 3 0.60 5.3% 1.77 2.04 OF DAY 06:00-09:00 3 2 3 1 4 13 2.60 22.8% 1.83 2.09 X X 09:00-11:00 1 0 1 2 3 7 1.40 12.3% 1.31 1.49 X 11:00-13:00 2 0 0 0 1 3 0.60 5.3% 1.42 1.62 13:00-15:00 1 0 1 0 2 4 0.80 7.0% 1.76 2.01 15:00-18:00 1 2 1 1 2 7 1.40 12.3% 2.37 2.67 18:00-24:00 10 4 3 0 3 20 4.00 35.1% 3.57 4.05 X Notes: 1) Collision with Bicycle Crashes include Collision with Bicycle/Collision with Bicycle in Bike Lane (Codes 11 and 12). 2) Fixed Object Crashes include collisions with sign/sign post, utility/light pole, guardrail, fence, concrete barrier wall, bridge, pier, abutment, rail, tree, shrubbery, construction barricade/sign, traffic gate, crash attenuators, other fixed objects (incl. above road). 3) Ran-off-Road Crashes include Ran in Ditch/Culvert and Ran off road into water (Codes 29 and 30). 4) Other crashes include crashes not categorized as the crash types shown in the table. 5) Dark Crashes include both scenarios - with and without street lighting.
FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: 87047000 STATE ROUTE: 973 INTERSECTING ROADWAY: SW 4 STREET AT SR 973 / SW 87 AVENUE M.P. 8.235 TO 8.334 ENGINEER: KAI STUDY PERIOD: FROM 1/ 10 TO 12/ 10 COUNTY: Miami-Dade No. MILE POST DATE DAY TIME CRASH TYPE FATAL INJURY PROP DAM DAY / NIGHT WET / DRY CONTRIBUTING CAUSE 1 8.235 02/09/10 Tue 0900 Rear-End 0 3 0 Day Dry Careless Driving 2 8.268 03/31/10 Wed 0500 Coll. W/ Bicycle 0 1 0 Day Dry Careless Driving 3 8.277 09/02/10 Thu 0800 Sideswipe 0 0 1 Day Dry Improper Lane Change 4 8.285 01/13/10 Wed 1300 Right-Turn 0 0 1 Day Dry Improper Turn 5 8.285 01/25/10 Mon 1900 Rear-End 0 1 0 Night Dry Careless Driving 6 8.285 03/10/10 Wed 1600 Left-Turn 0 1 0 Day Dry Failed To Yield Right-Of-Way 7 8.285 04/22/10 Thu 2100 Backed Into 0 1 0 Night Dry Improper Backing 8 8.285 05/25/10 Tue 2200 Rear-End 0 3 0 Night Wet Careless Driving 9 8.285 06/04/10 Fri 0000 Right-Turn 0 0 1 Night Dry Failed To Yield Right-Of-Way 10 8.285 06/22/10 Tue 1900 Angle 0 0 1 Day Dry Failed To Yield Right-Of-Way 11 8.285 06/25/10 Fri 2000 Rear-End 0 0 1 Night Dry Careless Driving 12 8.285 07/08/10 Thu 2100 Rear-End 0 3 0 Night Dry Careless Driving 13 8.285 07/14/10 Wed 2200 All Other 0 0 1 Night Dry Unknown/Not Coded 14 8.285 08/06/10 Fri 1900 Left-Turn 0 0 1 Night Dry Failed To Yield Right-Of-Way 15 8.285 09/02/10 Thu 0800 Left-Turn 0 2 0 Day Dry Failed To Yield Right-Of-Way 16 8.285 09/15/10 Wed 2000 Left-Turn 0 0 1 Night Dry Failed To Yield Right-Of-Way 17 8.285 12/12/10 Sun 1100 Angle 0 0 1 Day Dry Improper Turn 18 8.285 12/20/10 Mon 2000 Right-Turn 0 0 1 Night Dry Improper Turn 19 8.289 01/28/10 Thu 1200 Rear-End 0 0 1 Day Dry Followed Too Closely 20 8.291 01/20/10 Wed 0800 Rear-End 0 0 1 Day Dry Careless Driving Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe 20 0 8 12 2 4 3 7 1 1 0.00% 40.00% 60.00% 10.00% 20.00% 15.00% 35.00% 5.00% 5.00% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI 0 10 10 1 19 0 6 0 0.00% 50.00% 50.00% 5.00% 95.00% 0.00% 30.00% 0.00% TOTAL ENTERING VEHICLES/ADT: 41,500 SPOT CRASH RATE: 1.320 Ped/ Bike
FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: 87047000 STATE ROUTE: 973 INTERSECTING ROADWAY: SW 4 STREET AT SR 973 / SW 87 AVENUE M.P. 8.235 TO 8.334 ENGINEER: KAI STUDY PERIOD: FROM 1/ 11 TO 12/ 11 COUNTY: Miami-Dade No. MILE POST DATE DAY TIME CRASH TYPE FATAL INJURY PROP DAM DAY / NIGHT WET / DRY CONTRIBUTING CAUSE 1 8.282 04/04/11 Mon 1500 Sideswipe 0 0 1 Day Dry Unknown/Not Coded 2 8.285 11/18/11 Fri 0200 Angle 0 0 1 Night Wet #N/A 3 8.285 03/01/11 Tue 0700 Left-Turn 0 0 1 Day Dry Careless Driving 4 8.285 07/12/11 Tue 2000 Angle 0 3 0 Night Dry Improper Turn 5 8.285 08/01/11 Mon 2000 Rear-End 0 0 1 Night Dry Disregarded Stop Sign 6 8.285 07/05/11 Tue 1900 Angle 0 0 1 Night Dry Failed To Yield Right-Of-Way 7 8.285 06/01/11 Wed 0800 Right-Turn 0 1 0 Day Dry Failed To Yield Right-Of-Way 8 8.285 10/28/11 Fri 1900 Left-Turn 0 0 1 Night Dry Disregarded Stop Sign 9 8.294 08/16/11 Tue 1500 Rear-End 0 2 0 Day Wet Careless Driving Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe 9 0 3 6 3 2 1 2 1 0 0.00% 33.33% 66.67% 33.33% 22.22% 11.11% 22.22% 11.11% 0.00% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI 0 4 5 2 7 0 2 0 0.00% 44.44% 55.56% 22.22% 77.78% 0.00% 22.22% 0.00% TOTAL ENTERING VEHICLES/ADT: 36,000 SPOT CRASH RATE: 0.685 Ped/ Bike
FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: 87047000 STATE ROUTE: 973 INTERSECTING ROADWAY: SW 4 STREET AT SR 973 / SW 87 AVENUE M.P. 8.235 TO 8.334 ENGINEER: KAI STUDY PERIOD: FROM 1/ 12 TO 12/ 12 COUNTY: Miami-Dade No. MILE POST DATE DAY TIME CRASH TYPE FATAL INJURY PROP DAM DAY / NIGHT WET / DRY CONTRIBUTING CAUSE 1 8.283 10/03/12 Wed 1900 Occupant Fell From Veh 0 1 0 Day Dry Unknown/Not Coded 2 8.283 08/28/12 Tue 1900 Rear-End 0 3 0 Day Dry Careless Driving 3 8.285 02/13/12 Mon 0900 Left-Turn 0 3 0 Day Dry Failed To Yield Right-Of-Way 4 8.285 01/24/12 Tue 1800 Right-Turn 0 0 1 Night Dry Failed To Yield Right-Of-Way 5 8.285 01/16/12 Mon 1400 Left-Turn 0 0 1 Day Dry Failed To Yield Right-Of-Way 6 8.285 03/21/12 Wed 0800 Left-Turn 0 0 1 Day Dry Failed To Yield Right-Of-Way 7 8.285 12/06/12 Thu 0700 Left-Turn 0 1 0 Day Dry No Improper Driving/Act 8 8.285 06/24/12 Sun 0700 Sideswipe 0 1 0 Day Wet #N/A 9 8.304 06/06/12 Wed 1700 Rear-End 0 0 1 Day Dry Careless Driving Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe 9 0 5 4 0 4 1 2 1 0 0.00% 55.56% 44.44% 0.00% 44.44% 11.11% 22.22% 11.11% 0.00% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI 1 8 1 1 8 0 4 0 11.11% 88.89% 11.11% 11.11% 88.89% 0.00% 44.44% 0.00% TOTAL ENTERING VEHICLES/ADT: 42,000 SPOT CRASH RATE: 0.587 Ped/ Bike
FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: 87047000 STATE ROUTE: 973 INTERSECTING ROADWAY: SW 4 STREET AT SR 973 / SW 87 AVENUE M.P. 8.235 TO 8.334 ENGINEER: KAI STUDY PERIOD: FROM 1/ 13 TO 12/ 13 COUNTY: Miami-Dade No. MILE POST DATE DAY TIME CRASH TYPE FATAL INJURY PROP DAM DAY / NIGHT WET / DRY CONTRIBUTING CAUSE 1 8.276 10/07/13 Mon 0800 Rear-End 0 0 1 Day Dry Careless Driving 2 8.285 03/15/13 Fri 0900 Angle 0 1 0 Day Dry Failed To Yield Right-Of-Way 3 8.285 02/07/13 Thu 0900 Sideswipe 0 0 1 Day Dry Improper Turn 4 8.285 11/13/13 Wed 1600 Sideswipe 0 0 1 Day Wet Careless Driving Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe 4 0 1 3 1 0 0 1 2 0 0.00% 25.00% 75.00% 25.00% 0.00% 0.00% 25.00% 50.00% 0.00% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI 0 4 0 1 3 0 1 0 0.00% 100.00% 0.00% 25.00% 75.00% 0.00% 25.00% 0.00% TOTAL ENTERING VEHICLES/ADT: 37,000 SPOT CRASH RATE: 0.296 Ped/ Bike
FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: 87047000 STATE ROUTE: 973 INTERSECTING ROADWAY: SW 4 STREET AT SR 973 / SW 87 AVENUE M.P. 8.235 TO 8.334 ENGINEER: KAI STUDY PERIOD: FROM 1/ 14 TO 12/ 14 COUNTY: Miami-Dade No. MILE POST DATE DAY TIME CRASH TYPE FATAL INJURY PROP DAM DAY / NIGHT WET / DRY CONTRIBUTING CAUSE 1 8.266 07/29/14 Tue 1600 Rear-End 0 0 1 Day Dry Careless Driving 2 8.285 05/09/14 Fri 1000 Right-Turn 0 1 0 Day Dry No Improper Driving/Act 3 8.285 04/07/14 Mon 0600 Left-Turn 0 0 1 Day Dry No Improper Driving/Act 4 8.285 02/28/14 Fri 0800 Sideswipe 0 1 0 Day Wet Failed To Yield Right-Of-Way 5 8.285 04/24/14 Thu 1800 Rear-End 0 0 1 Day Dry Careless Driving 6 8.285 09/25/14 Thu 0900 Coll. W/ Bicycle 0 1 0 Day Dry No Improper Driving/Act 7 8.285 06/25/14 Wed 0900 Angle 0 1 0 Day Dry No Improper Driving/Act 8 8.285 06/21/14 Sat 2100 Head-On 0 0 1 Night Wet Careless Driving 9 8.285 10/16/14 Thu 1300 Right-Turn 0 1 0 Day Dry Failed To Yield Right-Of-Way 10 8.285 08/27/14 Wed 1300 Left-Turn 0 1 0 Day Dry Failed To Yield Right-Of-Way 11 8.285 09/09/14 Tue 1200 Left-Turn 0 0 1 Day Dry Failed To Yield Right-Of-Way 12 8.285 11/11/14 Tue 0700 Left-Turn 0 0 1 Day Dry No Improper Driving/Act 13 8.285 11/18/14 Tue 1800 Left-Turn 0 0 1 Night Dry Failed To Yield Right-Of-Way 14 8.286 05/20/14 Tue 1700 Rear-End 0 0 1 Day Dry Careless Driving 15 8.294 06/03/14 Tue 0700 Rear-End 0 0 1 Day Wet Careless Driving Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe 15 0 6 9 1 5 2 4 1 1 0.00% 40.00% 60.00% 6.67% 33.33% 13.33% 26.67% 6.67% 6.67% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI 1 13 2 3 12 0 5 0 6.67% 86.67% 13.33% 20.00% 80.00% 0.00% 33.33% 0.00% TOTAL ENTERING VEHICLES/ADT: 34,000 SPOT CRASH RATE: 1.209 Ped/ Bike
CCCCCCCCCC AAAAAAAAAA RRRRRRRRR CCCCCCCCCCC AAAAAAAAAAA RRRRRRRRRRR CCC AAA AAA RRR RRR CCC AAA AAA RRR RRR CCC AAAAAAAAAAA RRRRRRRRRRRR CCC AAAAAAAAAAA RRRRRRRRRRRR CCC AAA AAA RRR RRR CCC AAA AAA RRR RRR CCCCCCCCCCC AAA AAA RRR RRRR CCCCCCCCCCC AAA AAA RRR RRRRRR C R A S H R E P O R T I N G S Y S T E M N O T I C E: THE INFORMATION CONTAINED IN THIS DOCUMENT (REPORT, SCHEDULE, LIST, OR DATA) HAS BEEN COMPILED FROM INFORMATION COLLECTED FOR THE PURPOSE OF IDENTIFYING, EVALUATING, OR PLANNING SAFETY ENHANCEMENTS. THIS PRODUCT IDENTIFIES INFORMATION USED FOR THE PURPOSE OF DEVELOPING HIGHWAY SAFETY CONSTRUCTION IMPROVEMENT PROJECTS WHICH MAY BE IMPLEMENTED UTILIZING FEDERAL-AID HIGHWAY FUNDS. ANY DOCUMENT DISPLAYING THIS NOTICE SHALL BE USED ONLY FOR THOSE PURPOSES DEEMED APPROPRIATE BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. SEE TITLE 23, UNITED STATES CODE, SECTION 409. I/O NAME:... CARI113 PROGRAM ID:... CARPJ13 REPORT NUMBER:... 01 RUN CLASS:... A MESSAGE CLASS:... Q PRINTER DEST:... LOCAL # COPIES:... 01 ACCOUNT #:... 5565945 SUBMIT W/HOLD?... N USERID:... KNKAIBP DETAIL SORT ORDER:... 1 - SORT BY ROADWAY, MILE POINT PRINT SEGMENTS?... N PRINT INTERSECTIONS?... N SUMMARY FORMAT:... - OVERRIDE VALUES: MAX # OF BREAKS:... 0 CRASH RATE CATEGORY:... AVERAGE DAILY TRAFFIC:.. # OF LEGS:...
REPORT...CARPJ13-01 FLORIDA - DEPARTMENT OF TRANSPORTATION PAGE NO: 1 DATE...05/31/2016 C A R - CRASH ANALYSIS REPORTING SYSTEM USERID: KNKAIBP TIME...15:46:54 CRASH DATA DETAIL AND EXTRACT FOR STATE-MAINTAINED ROADS I/O... CARO213 COMMENT: 1 - SORT BY ROADWAY, MILE POINT FROM: 01/01/2010 TO 12/31/2010 RAMPS INCL FROM CO/SEC/SUB: 87 047 000 MP: 008.235 INFL INCL TO CO/SEC/SUB: 87 047 000 MP: 008.335 CR/OS INCL C ROADWYID M N S ADT Y M D H CRCC A H L W R T R SL R A V V VM V PI CC D V V V V PI CC D # # N R N C S S I EN TR VAR E O A O RALA L AE I E D RC OC IO O C ET EU EO E OM OA RA ET EU EM E OM OA RA UI A U O E E L AO AO EIA A N Y U ATAT C RV G A AO AO TC A C HY HS HV H IP NU IG HY HS HO H IP NU IG V K MN S M U C SC E RD TA RLF R T R SESE ME H T S FN DN EA D IP IE IM NA TS VE IP IE IV NA TS VE E I BJ H B N T UT P EE ED AYF H H SG I FN T H U FT D T L CE C CN D TC RE / CE C C D TC RE / H L EU E T I BI O S G I O N UT I E R IR T I S N L L1 LT I T I P1 L L2 L2 I T I P2 C L RR R Y O O S T E C R V L N R F CO N O D E1 E E R O B1 E E2 E E R O B2 E L E E N N T Y 1 G L S N # 1 1 F1 D 2 F2 D S D D ************************************************************************************************************************************ 774576320 87047000 08.235 4610 973 041500 10 02 09 09 U-4DR 0 01 1 1 1 01 01 01 R 1 03 01 01 N 01 02 78 01 01 02 N 08 00 43 2 0 03 774625300 87047000 08.268 4610 973 041500 10 03 31 05 U-4DR 0 11 1 2 1 01 01 01 R 2 01 01 01 N 02 02 00 10 01 02 N 08 00 44 2 0 01 774665470 87047000 08.277 4610 973 041500 10 09 02 08 U-4DR 0 06 1 1 1 03 01 02 R 1 01 01 06 N 14 05 56 06 01 01 N 02 00 43 2 0 00 774587390 87047000 08.285 4610 973 041500 10 01 13 13 U-4DR 0 05 1 1 1 03 01 02 L 2 01 01 05 S 02 06 34 01 01 01 S 13 00 42 2 0 00 774602830 87047000 08.285 4610 973 041500 10 01 25 19 U-4DR 0 01 4 2 1 06 01 02 T 1 03 01 01 E 14 02 29 02 01 02 E 07 00 43 2 0 01 774622260 87047000 08.285 4610 973 041500 10 03 10 16 U-4DR 0 03 1 2 1 06 01 02 R 1 03 01 03 W 12 03 44 01 01 01 N 01 00 40 2 0 01 774633140 87047000 08.285 4610 973 041500 10 04 22 21 U-4DR 0 07 5 1 1 06 01 02 S 1 01 01 04 W 08 04 51 01 01 02 W 01 00 20 2 0 01 774667010 87047000 08.285 4610 973 041500 10 05 25 22 U-4DR 0 01 4 2 2 03 01 02 T 1 01 01 05 S 01 02 29 01 01 05 S 08 00 29 2 0 03 774637480 87047000 08.285 4610 973 041500 10 06 04 00 U-4DR 0 03 4 1 1 06 01 02 L 2 01 01 05 E 01 03 35 01 01 01 S 05 00 37 2 0 00 774671060 87047000 08.285 4610 973 041500 10 06 22 19 U-4DR 0 03 1 1 1 03 01 02 R 1 01 01 01 W 09 03 23 01 01 01 N 01 00 38 2 0 00 774629970 87047000 08.285 4610 973 041500 10 06 25 20 U-4DR 0 01 4 1 1 03 01 02 R 2 01 01 01 N 01 02 20 03 01 05 N 08 00 33 2 0 00 774675730 87047000 08.285 4610 973 041500 10 07 08 21 U-4DR 0 01 4 2 1 03 01 02 T 1 01 01 05 S 01 02 28 01 01 05 S 08 00 23 2 0 03 774669750 87047000 08.285 4610 973 041500 10 07 14 22 U-4DR 0 00 4 2 1 06 01 02 R 2 03 01 01 W 01 00 41 03 01 01 N 04 00 20 2 0 00 774694020 87047000 08.285 4610 973 041500 10 08 06 19 U-4DR 0 04 2 1 1 01 01 02 L 2 01 01 03 E 01 03 42 03 01 01 S 20 00 48 2 0 00 774665460 87047000 08.285 4610 973 041500 10 09 02 08 U-4DR 0 03 1 1 1 06 01 02 R 1 01 01 03 E 02 03 53 01 01 01 N 10 00 55 2 0 02 774710580 87047000 08.285 4610 973 041500 10 09 15 20 U-4DR 0 03 4 1 1 01 01 02 R 1 01 01 03 W 12 03 39 01 01 01 N 01 00 58 2 0 00 819789410 87047000 08.285 4610 973 041500 10 12 12 11 U-4DR 0 03 1 1 1 06 01 02 T 1 01 01 05 W 14 06 44 01 01 01 E 13 00 35 2 0 00 916034020 87047000 08.285 4610 973 041500 10 12 20 20 U-4DR 0 05 4 1 1 01 01 02 T 1 01 01 05 W 14 06 37 01 01 02 E 11 00 42 2 0 00 910387630 87047000 08.289 4610 973 041500 10 01 28 12 U-4DR 0 01 1 1 1 03 01 02 L 2 01 01 06 S 14 10 18 02 08 02 S 07 00 45 2 0 00 774580820 87047000 08.291 4610 973 041500 10 01 20 08 U-4DR 0 01 1 1 1 01 01 02 R 2 03 01 01 N 01 02 49 03 01 02 N 08 00 24 3 0 00
REPORT...CARPJ13-01 FLORIDA - DEPARTMENT OF TRANSPORTATION PAGE NO: 2 DATE...05/31/2016 C A R - CRASH ANALYSIS REPORTING SYSTEM USERID: KNKAIBP TIME...15:46:54 CRASH DATA DETAIL AND EXTRACT FOR STATE-MAINTAINED ROADS I/O... CARI113 COMMENT: 1 - SORT BY ROADWAY, MILE POINT FROM: 01/01/2010 TO 12/31/2010 RAMPS INCL FROM CO/SEC/SUB: 87 047 000 MP: 008.235 INFL INCL TO CO/SEC/SUB: 87 047 000 MP: 008.335 CR/OS INCL INFLUENCE CRASHES PROPERTY OCCURRING ON FATAL CRASH STATISTICS INJURY CRASH STATS DAMAGE ONLY TOTALS INTERSECTING RDWYS FOR -------------------------------- ---------------------- ------------- --------------------------------- -------------------- YEAR CRASHES FATALITIES INJURIES CRASHES INJURIES CRASHES CRASHES FATALITIES INJURIES AT INT. INFL AREA 2010 0 0 0 8 15 12 20 0 15 6 0 -------------------------------- ---------------------- ------------- --------------------------------- -------------------- TOTAL 0 0 0 8 15 12 20 0 15 6 0 N O T I C E: THE INFORMATION CONTAINED IN THIS DOCUMENT (REPORT, SCHEDULE, LIST, OR DATA) HAS BEEN COMPILED FROM INFORMATION COLLECTED FOR THE PURPOSE OF IDENTIFYING, EVALUATING, OR PLANNING SAFETY ENHANCEMENTS. THIS PRODUCT IDENTIFIES INFORMATION USED FOR THE PURPOSE OF DEVELOPING HIGHWAY SAFETY CONSTRUCTION IMPROVEMENT PROJECTS WHICH MAY BE IMPLEMENTED UTILIZING FEDERAL-AID HIGHWAY FUNDS. ANY DOCUMENT DISPLAYING THIS NOTICE SHALL BE USED ONLY FOR THOSE PURPOSES DEEMED APPROPRIATE BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. SEE TITLE 23, UNITED STATES CODE, SECTION 409.
CCCCCCCCCC AAAAAAAAAA RRRRRRRRR CCCCCCCCCCC AAAAAAAAAAA RRRRRRRRRRR CCC AAA AAA RRR RRR CCC AAA AAA RRR RRR CCC AAAAAAAAAAA RRRRRRRRRRRR CCC AAAAAAAAAAA RRRRRRRRRRRR CCC AAA AAA RRR RRR CCC AAA AAA RRR RRR CCCCCCCCCCC AAA AAA RRR RRRR CCCCCCCCCCC AAA AAA RRR RRRRRR C R A S H R E P O R T I N G S Y S T E M N O T I C E: THE INFORMATION CONTAINED IN THIS DOCUMENT (REPORT, SCHEDULE, LIST, OR DATA) HAS BEEN COMPILED FROM INFORMATION COLLECTED FOR THE PURPOSE OF IDENTIFYING, EVALUATING, OR PLANNING SAFETY ENHANCEMENTS. THIS PRODUCT IDENTIFIES INFORMATION USED FOR THE PURPOSE OF DEVELOPING HIGHWAY SAFETY CONSTRUCTION IMPROVEMENT PROJECTS WHICH MAY BE IMPLEMENTED UTILIZING FEDERAL-AID HIGHWAY FUNDS. ANY DOCUMENT DISPLAYING THIS NOTICE SHALL BE USED ONLY FOR THOSE PURPOSES DEEMED APPROPRIATE BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. SEE TITLE 23, UNITED STATES CODE, SECTION 409. I/O NAME:... CARI122 PROGRAM ID:... CARPJ122 REPORT NUMBER:... 01 RUN CLASS:... A MESSAGE CLASS:... Q PRINTER DEST:... LOCAL # COPIES:... 01 ACCOUNT #:... 5565945 SUBMIT W/HOLD?... N USERID:... KNKAIBP DETAIL SORT ORDER:... 1 - SORT BY ROADWAY, MILE POINT PRINT SEGMENTS?... N PRINT INTERSECTIONS?... N SUMMARY FORMAT:... 2 - TOP LINE ALL BREAKS OVERRIDE VALUES: MAX # OF BREAKS:... 06 CRASH RATE CATEGORY:... AVERAGE DAILY TRAFFIC:.. # OF LEGS:...
REPORT...CARPJ122-01 FLORIDA - DEPARTMENT OF TRANSPORTATION PAGE NO: 1 DATE...10/26/2016 C A R - CRASH ANALYSIS REPORTING SYSTEM USERID: KNKAIBP TIME...19:31:53 CRASH DATA (IN 2011 AND LATER) DETAIL FOR STATE-MAINTAINED ROADS I/O... CARO213 COMMENT: 1 - SORT BY ROADWAY, MILE POINT FROM: 01/01/2011 TO 12/31/2014 RAMPS INCL FROM CO/SEC/SUB: 87 047 000 MP: 008.235 INFL INCL TO CO/SEC/SUB: 87 047 000 MP: 008.335 CR/OS INCL C ROADWYID M N S ADT Y M D H CRCC A H MO L W R R DL R A V V VF VM VA V V V V VN VN N V # # # R N C S S I EN TR VAR E O A O RALA L AE AF IC EC D OC OO O C 1 1 1U 1A 1C 1A 2 2N 2N 2M 2M M 2N A U O E E L AO AO EIA A N Y U ATAT C RV N GO AO AO TC A C N N T G M M M V K I S M U C SC E RD TA RLF R T R SESE ME NC HN TN S DN A D D B SC E DI DE D B F MP AA A D E I N H B N T UT P EE ED AYF H H SG I FN EO TD HD U D ST L I OT P U RO R I OD UL NR CC C RA H L J E T I BI O S G I O N UT RL IT ET R T II S N R DY E V IN I R DE NO VI TT T AG C L U R Y O O S T E C R V L L NN RN F N TO D YP C E V V /S CC RO 1N N GE L E R N N T Y 1 GS S S EN # E R R1 R C / /R /1 2 E S D D *********************************************************************************************************************************** 838093060 87047000 08.266 4610 973 034000 14 07 29 16 U-4DR 0 14 01 01 01 01 01 01 L 1 S 01 01 01 02 55 S 01 01 13 01 19 3 0 00 833046210 87047000 08.276 4610 973 037000 13 10 07 08 U-4DR 0 14 01 01 02 01 01 02 R 2 N 02 01 01 02 35 N 01 01 01 01 24 2 0 00 820775010 87047000 08.282 4610 973 036000 11 04 04 15 U-4DR 0 14 03 01 02 01 01 02 L 1 S 17 01 06 77 64 W 16 01 03 01 74 2 0 00 831940920 87047000 08.283 4610 973 042000 12 08 28 19 U-4DR 0 14 01 01 01 01 01 02 L 1 S 01 01 01 02 19 S 01 01 13 01 59 3 0 03 831787020 87047000 08.283 4610 973 042000 12 10 03 19 U-4DR 0 14 88 01 01 01 01 02 L 2 S 11 01 01 77 67 1 0 01 820250420 87047000 08.285 4610 973 036000 11 03 01 07 U-4DR 0 14 03 01 01 01 01 02 R 1 E 01 01 01 02 34 N 01 01 01 01 49 2 0 00 827932330 87047000 08.285 4610 973 036000 11 06 01 08 U-4DR 0 14 03 01 01 01 01 02 L 2 E 01 01 05 03 54 S 01 01 01 01 32 2 0 01 822554650 87047000 08.285 4610 973 036000 11 07 05 19 U-4DR 0 14 03 04 01 01 01 02 R 2 W 02 01 01 03 68 N 01 01 01 01 50 2 0 00 822452090 87047000 08.285 4610 973 036000 11 07 12 20 U-4DR 0 14 03 04 02 01 01 02 T 1 S 01 01 05 06 22 E 01 01 13 01 46 2 0 03 822454170 87047000 08.285 4610 973 036000 11 08 01 20 U-4DR 0 14 01 04 01 01 01 02 L 2 E 01 01 01 13 19 S 01 01 01 01 20 2 0 00 828166500 87047000 08.285 4610 973 036000 11 10 28 19 U-4DR 0 14 03 04 02 01 01 02 R 1 E 01 01 03 13 53 N 01 01 01 01 43 2 0 00 819916530 87047000 08.285 4610 973 036000 11 11 18 00 U-4DR 0 14 03 05 02 02 01 02 R 2 W 00 01 01 00 N 01 01 01 01 23 2 0 00 828645630 87047000 08.285 4610 973 042000 12 01 16 14 U-4DR 0 14 03 01 01 01 01 02 R 1 W 01 01 03 03 68 N 01 01 01 01 70 2 0 00 828604170 87047000 08.285 4610 973 042000 12 01 24 18 U-4DR 0 14 03 04 01 01 01 02 R 2 W 01 01 05 03 46 N 16 01 01 01 37 2 0 00 828337110 87047000 08.285 4610 973 042000 12 02 13 09 U-4DR 0 14 03 01 01 01 01 02 R 1 W 01 01 03 03 44 E 01 01 01 01 27 3 0 03 828744520 87047000 08.285 4610 973 042000 12 03 21 08 U-4DR 0 14 03 01 01 01 01 02 L 1 E 16 01 03 03 28 S 01 01 01 01 22 2 0 00 835289360Y87047000 08.285 4610 973 042000 12 06 24 07 U-4DR 0 14 04 01 03 02 01 01 T S E 01 01 77 02 31 E 77 01 88 00 2 0 01 832391780 87047000 08.285 4610 973 042000 12 12 06 07 U-4DR 0 14 03 01 01 01 01 02 L 3 W 01 01 01 01 17 S 16 01 01 01 30 2 0 01 832515890 87047000 08.285 4610 973 037000 13 02 07 09 U-4DR 0 14 04 01 01 01 01 02 L 1 S 02 01 05 06 67 S 01 01 01 01 30 2 0 00 820166060 87047000 08.285 4610 973 037000 13 03 15 09 U-4DR 0 14 03 01 01 01 01 02 R 1 W 16 01 01 03 65 N 01 01 01 01 37 2 0 01 836871760 87047000 08.285 4610 973 037000 13 11 13 16 U-4DR 0 14 77 01 03 02 01 02 L 2 E 01 01 05 02 60 S 01 01 13 01 53 2 0 00 837493470 87047000 08.285 4610 973 034000 14 02 28 08 U-4DR 0 14 04 01 02 02 01 02 L 1 W 01 01 03 03 19 S 01 01 01 01 22 2 0 01 837297480 87047000 08.285 4610 973 034000 14 04 07 06 U-4DR 0 14 03 01 01 01 01 02 R 1 E 03 01 03 01 26 N 08 01 01 01 30 2 0 00 837719800 87047000 08.285 4610 973 034000 14 04 24 18 U-4DR 0 14 01 01 01 01 01 01 L 3 S 01 01 01 02 20 S 16 01 13 01 33 2 0 00 836890020 87047000 08.285 4610 973 034000 14 05 09 10 U-4DR 0 14 03 01 01 01 01 02 R 2 W 01 01 05 01 41 E 16 01 03 01 60 2 0 01 843666380 87047000 08.285 4610 973 034000 14 06 21 21 U-4DR 0 14 02 04 01 02 01 02 T 1 S 02 01 05 02 44 E 01 01 01 01 42 2 0 00 838085260 87047000 08.285 4610 973 034000 14 06 25 09 U-4DR 0 14 03 01 01 01 01 02 R 2 E 15 01 01 01 26 N 01 01 01 01 58 2 0 01 844986720 87047000 08.285 4610 973 034000 14 08 27 13 U-4DR 0 14 03 01 01 01 01 02 R 1 E 01 01 03 03 42 N 16 01 01 01 49 2 0 01 844986810 87047000 08.285 4610 973 034000 14 09 09 12 U-4DR 0 14 03 01 01 01 01 02 R 1 E 01 01 03 03 21 N 16 01 01 01 72 2 0 00 838047330 87047000 08.285 4610 973 034000 14 09 25 09 U-4DR 0 11 77 01 01 01 01 02 S C E 01 01 01 01 53 * 03 04 01 77 00 15 1 0 01 844855000 87047000 08.285 4610 973 034000 14 10 16 13 U-4DR 0 14 03 01 01 01 01 02 L 2 E 01 01 05 03 20 S 01 01 01 01 87 2 0 01 845369990 87047000 08.285 4610 973 034000 14 11 11 07 U-4DR 0 14 03 01 01 01 01 02 I M W 20 01 03 01 46 E 01 01 01 01 22 2 0 00 856491930 87047000 08.285 4610 973 034000 14 11 18 18 U-4DR 0 14 03 04 01 01 01 02 L 1 E 01 01 01 03 21 S 01 01 01 01 74 2 0 00 837342310 87047000 08.286 4610 973 034000 14 05 20 17 U-4DR 0 14 01 01 01 01 01 02 R 1 N 16 01 01 02 18 N 01 01 13 01 51 2 0 00 828223500 87047000 08.294 4610 973 036000 11 08 16 15 U-4DR 0 14 01 01 02 02 01 02 L 2 S 03 01 01 02 54 S 16 01 01 01 20 3 0 02 836978820 87047000 08.294 4610 973 034000 14 06 03 07 U-4DR 0 14 01 01 02 02 01 02 R 2 N 01 01 01 02 23 N 01 01 13 01 37 2 0 00 831535820 87047000 08.304 4610 973 042000 12 06 06 17 U-4DR 0 14 01 01 01 01 01 01 L 1 S 01 01 01 02 86 S 01 01 13 01 47 2 0 00
REPORT...CARPJ122-01 FLORIDA - DEPARTMENT OF TRANSPORTATION PAGE NO: 2 DATE...10/26/2016 C A R - CRASH ANALYSIS REPORTING SYSTEM USERID: KNKAIBP TIME...19:31:53 CRASH DATA (IN 2011 AND LATER) DETAIL FOR STATE-MAINTAINED ROADS I/O... CARI122 COMMENT: 1 - SORT BY ROADWAY, MILE POINT FROM: 01/01/2011 TO 12/31/2014 RAMPS INCL FROM CO/SEC/SUB: 87 047 000 MP: 008.235 INFL INCL TO CO/SEC/SUB: 87 047 000 MP: 008.335 CR/OS INCL INFLUENCE CRASHES PROPERTY OCCURRING ON FATAL CRASH STATISTICS INJURY CRASH STATS DAMAGE ONLY TOTALS INTERSECTING RDWYS FOR -------------------------------- ---------------------- ------------- --------------------------------- -------------------- YEAR CRASHES FATALITIES INJURIES CRASHES INJURIES CRASHES CRASHES FATALITIES INJURIES AT INT. INFL AREA 2011 0 0 0 3 6 6 9 0 6 1 0 2012 0 0 0 5 9 4 9 0 9 0 1 2013 0 0 0 1 1 3 4 0 1 0 0 2014 0 0 0 6 6 9 15 0 6 2 0 -------------------------------- ---------------------- ------------- --------------------------------- -------------------- TOTAL 0 0 0 15 22 22 37 0 22 3 1 N O T I C E: THE INFORMATION CONTAINED IN THIS DOCUMENT (REPORT, SCHEDULE, LIST, OR DATA) HAS BEEN COMPILED FROM INFORMATION COLLECTED FOR THE PURPOSE OF IDENTIFYING, EVALUATING, OR PLANNING SAFETY ENHANCEMENTS. THIS PRODUCT IDENTIFIES INFORMATION USED FOR THE PURPOSE OF DEVELOPING HIGHWAY SAFETY CONSTRUCTION IMPROVEMENT PROJECTS WHICH MAY BE IMPLEMENTED UTILIZING FEDERAL-AID HIGHWAY FUNDS. ANY DOCUMENT DISPLAYING THIS NOTICE SHALL BE USED ONLY FOR THOSE PURPOSES DEEMED APPROPRIATE BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. SEE TITLE 23, UNITED STATES CODE, SECTION 409.