DISPOSITION OF FATAL CRASH

Transcription

1 FORM SAFETY 7/1/1991 DATE RECEIVED SECTION APPROX. MILEPOST CRASH LOCATION DESCRIPTION STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DISPOSITION OF FATAL CRASH 06/12/2013 DATE OF CRASH 02/23/2013 (Batch B3-2013) STATE ROAD 9 CRASH NUMBER DATE INVESTIGATED 07/10/2013 DATE DISPOSED I 95/SR 9 at NW 119th St INITIAL ACTION Obvious (crash description) roadway features not contributory Not part of significant increase in fatal crashes R No action required FIELD INVESTIGATED DATE N/A Roadway feature not involved Minor corrections needed Sent to Maintenance Sent to Traffic Operations Memo attached Crash Study initiated The following action is recommended: No action is recommended in relation to the fatal crash. The fatal crash reported in this document is a sideswipe crash on I 95/SR 9 on the 119th Street overcrossing. According to the police report, vehicle 1 struck vehicle 2. Subsequently, vehicle 1 veered across traffic colliding with vehicle 3 before coming to final rest. This in turn caused vehicle 3 to strike vehicle 4. The driver of vehicle 1 was pronounced dead on scene. After reviewing crash data from , 81 crashes occurred at this location, with 32 of these crashes occurring during dark lighting conditions. A crash diagram depicting the subject crash can be found in this document. Based on review of aerial and street view imagery and crash data, no specific crash trends or roadway characteristics were observed which may have led to the fatal crash documented in this report. Prepared by: KAI DISTRICT SAFETY ENGINEER (SIGNATURE) DATE

2 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DISPOSITION OF FATAL CRASH DISTRICT SIX INITIAL REVIEW Relevant Studies/CTPs R Relevant Programmed Projects N/A Item No : Rigid Pavement Rehabilitation R CRASH NARRATIVE The subject crash occurred on I-95/SR 9 at the NW 119th Street overcrossing in the city of North Miami in Miami-Dade County on February 23, 2013 at 6:16 AM. According to the police report, vehicles 1 and 4 were travelling southbound on I 95 in the right center lane, vehicle 2 was southbound in the outside lane, and vehicle 3 was traveling in the left center lane. The driver of vehicle 1 attempted to the change to the outside lane and collided with vehicle 2 in the front right side. The driver of vehicle 1 over steered and travelled across the left center lane into the inside lane where vehicles 1 and 3 collided. The impact caused the driver of vehicle 1 to lose control of the vehicle and rotate into the express lanes and collide with the center concrete median. Vehicle 3 veered right and collided with vehicle 4 right front corner to left rear passenger door. This impact caused vehicle 4 to rotate and skid through the express lanes and collide with the concrete median wall. The driver of vehicle 1 was pronounced dead on scene. R CRASH DATA REVIEW (crash summary sheets attached) The subject crash was an sideswipe crash. Three years of data (from ) was obtained for I 95 (MP to 9.990) from the FDOT Crash Analysis Reporting (CAR) System. A total of 81 crashes were reported at this location during the three year study period: 33, 26, and 21 for 2009, 2010 and 2011, respectively. Out of the total number of crashes 32 of them occurred during dark lighting conditions. During review of these crashes, one crash was found which involved five pedestrian fatalities. Further investigation showed that this crash was a direct result of an earlier crash which had not yet been cleared, and not a result of roadway conditions. The subject crash is represented in the crash diagram. A review of the high crash segments from the High Crash Roadway Segments Report, obtained from the CAR system, found that the study location has been identified as a high crash segment in 2009 and R OFFICE REVIEW OF FIELD CONDITIONS FDOT video logs and Google Earth aerials were reviewed in the office to identify existing roadway characteristics and conditions that may have led to the fatal crash. From street view imagery, the study segment has 4 southbound lanes and two express southbound lanes. The location has a concrete barrier and paved shoulder on both sides. Plastic delineators are used to separate the standard travel lanes from the express lanes.

3 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CRASH DIAGRAM LOCATION ID COUNTY I 95/SR 9 at NW 119th St Miami-Dade SECTION BEGIN MILEPOST 9.85 END MILEPOST 9.9 PREPARED BY KAI Not to Scale Note: The fatal crash (denoted in red) occurred in 2013 and was not included in the EVA analysis CRASH SUMMARY (3 YEAR TOTALS 2009 to 2011) PDO INJURY CRASHES FATAL CRASHES TOTAL NIGHT CRASHES WET CRASHES

4 Street View Picture I 95/SR 9 southbound looking south at NW 119 Street

5 SAFETY RATIO/CONFIDENCE LEVEL SUMMARY OF CRASHES BY CONTRIBUTING CAUSE Location: I 95/SR 9 at NW 119th St State Section: State Road: 9 Roadway Limits: 119th St Engineer: FDOT D6 Area Type: Urban Spot/Segment: Segment Segment Type: Begin Milepost: Interstate End Milepost: Length: Year Number of Crashes ADT Actual Crash Rate (ACR) District 6 Average Crash Rate (A) Average Vehicle Exposure (M) Critical Crash Rate (CCR) Safety Ratio Statistical Significance Confidence Level , % , % , % 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 = for Urban, for Suburban, for Rural K = 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 Improper Lane Change Failed To Yield Right-Of-Way Improper Backing Followed Too Closely Failed To Maintain Equipment/Vehicle Improper Passing Improper Turn Alcohol/Drugs-Under Influence Disregarded Traffic Control (Signal/Stop) Exceed Safe/Stated Speed Limit Driving Wrong Side/Way/Drove Left of Center All Other Total Summary by Contributing Cause Year Total Crashes Mean Crashes Per Year Percentage % % % % % % % % % % % % % % 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.

6 FDOT DISTRICT 6 EXPECTED VALUES ANALYSIS I 95/SR 9 at NW 119th St Segment/Spot with No Expected Values Available Number of Crashes Year Year Total Crashes Mean Crashes Per Year Expected Annual Crash Value Abnormally High Crashes per year 90th percentile 95th percentile CRASH TYPE Rear End % Head On % Angle % Left Turn % Right Turn % Sideswipe % Backed Into % Coll. w/ Parked Car % Coll. w/ Pedestrian % Coll. w/ Bicycle % Fixed Object % Ran Off Road % Overturned % Other % Total Crashes % SEVERITY PDO Crashes % Fatal Crashes % Injury Crashes % LIGHTING Daylight % CONDITIONS Dusk % Dawn % Dark % Unknown % SURFACE Dry % CONDITIONS Wet % Others % MONTH January % OF YEAR February % March % April % May % June % July % August % September % October % November % December % DAY Sunday % OF WEEK Monday % Tuesday % Wednesday % Thursday % Friday % Saturday % HOUR 00:00-06: % OF DAY 06:00-09: % :00-11: % :00-13: % :00-15: % :00-18: % :00-24: % 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. % Abnormal 90th Percentile Abnormal 95th Percentile

7 FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: STATE ROUTE: 9 ROADWAY LIMITS: 119th St M.P TO ENGINEER: FDOT D6 STUDY PERIOD: FROM 1/ 09 TO 12/ 09 COUNTY: Miami-Dade No. MILE PROP DAY / DATE DAY TIME CRASH TYPE FATAL INJURY POST DAM NIGHT WET / DRY CONTRIBUTING CAUSE /05/09 Mon 0000 Concrete Barrier Wall Night Wet Unknown/Not Coded /02/09 Mon 2000 Rear-End Night Wet Careless Driving /15/09 Sun 1700 Rear-End Day Dry Careless Driving /16/09 Thu 0000 All Other Night Dry Improper Lane Change /15/09 Wed 0700 Rear-End Day Dry Careless Driving /15/09 Sat 0800 All Other Day Wet Improper Lane Change /05/09 Mon 1200 Rear-End Day Dry No Improper Driving/Act /06/09 Sun 0300 All Other Night Dry Improper Lane Change /21/09 Wed 1800 Rear-End Night Dry Careless Driving /07/09 Fri 1200 Rear-End Day Dry Careless Driving /10/09 Mon 0900 Sideswipe Day Dry Improper Lane Change /13/09 Sun 0300 All Other Night Dry Improper Lane Change /20/09 Sun 0400 Concrete Barrier Wall Night Wet Careless Driving /30/09 Sun 1900 Sideswipe Night Dry Careless Driving /15/09 Sun 1300 Concrete Barrier Wall Day Dry No Improper Driving/Act /15/09 Sat 1300 Sideswipe Day Wet Careless Driving /02/09 Thu 1400 Rear-End Day Dry Careless Driving /04/09 Sun 1400 Rear-End Day Dry Careless Driving /26/09 Thu 0800 Sideswipe Day Dry Failed To Maintain Equipment /21/09 Sat 0000 Coll. W/ Pedestrian Night Dry Unknown/Not Coded /15/09 Fri 1400 Rear-End Day Dry Careless Driving /18/09 Fri 1200 Rear-End Day Dry Careless Driving /15/09 Sat 1800 Rear-End Night Wet Careless Driving /02/09 Mon 1100 Rear-End Day Dry Improper Lane Change /15/09 Thu 1300 Rear-End Day Dry Careless Driving /01/09 Wed 2000 Sideswipe Night Dry Improper Lane Change /04/09 Sun 0000 Concrete Barrier Wall Night Dry Careless Driving /04/09 Sun 2200 Concrete Barrier Wall Night Wet Unknown/Not Coded /04/09 Sun 2200 Coll. W/Mvble Obj On Road Night Wet Unknown/Not Coded /04/09 Sun 2200 Concrete Barrier Wall Night Wet Careless Driving /13/09 Fri 1200 Rear-End Day Dry Careless Driving /18/09 Sat 1000 Backed Into Day Dry Improper Backing /22/09 Fri 0800 Rear-End Day Dry Careless Driving /19/09 Wed 0000 Sideswipe Day Dry Careless Driving Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe Ped/ Bike % 50.00% 50.00% 0.00% 0.00% 0.00% 44.12% 17.65% 2.94% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI % 55.88% 44.12% 26.47% 73.53% 0.00% 0.00% 0.00% TOTAL ENTERING VEHICLES/ADT: 225,573 SEGMENT CRASH RATE: 4.130

8 FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: STATE ROUTE: 9 ROADWAY LIMITS: 119th St M.P TO ENGINEER: FDOT D6 STUDY PERIOD: FROM 1/ 10 TO 12/ 10 COUNTY: Miami-Dade No. MILE PROP DAY / DATE DAY TIME CRASH TYPE FATAL INJURY POST DAM NIGHT WET / DRY CONTRIBUTING CAUSE /16/10 Sat 0200 Angle Night Dry No Improper Driving/Act /19/10 Fri 1800 Angle Night Dry Improper Lane Change /04/10 Sun 0200 #N/A Night Dry No Improper Driving/Act /04/10 Sun 0200 Sideswipe Night Wet Improper Lane Change /30/10 Tue 1700 Rear-End Night Dry Careless Driving /12/10 Mon 0000 Rear-End Night Wet Careless Driving /07/10 Sun 1400 Rear-End Day Dry Careless Driving /24/10 Thu 1900 All Other Night Dry Improper Lane Change /27/10 Sun 1800 Rear-End Day Dry Improper Lane Change /09/10 Thu 1000 Sideswipe Day Dry Improper Lane Change /23/10 Sat 1900 Rear-End Night Wet Careless Driving /31/10 Sun 2200 Angle Night Dry Careless Driving /02/10 Sun 0600 Rear-End Day Dry Careless Driving /07/10 Sun 1600 Sideswipe Day Dry Improper Lane Change /07/10 Sat 0500 Rear-End Night Dry Careless Driving /06/10 Wed 1000 Head-On Day Dry Unknown/Not Coded /15/10 Fri 1100 Rear-End Day Dry No Improper Driving/Act /29/10 Wed 2100 Concrete Barrier Wall Night Wet Careless Driving /20/10 Sat 1900 Rear-End Night Dry Careless Driving /31/10 Wed 1600 #N/A Day Dry No Improper Driving/Act /01/10 Thu 1400 Rear-End Day Dry Careless Driving /04/10 Sun 1000 Rear-End Day Dry Careless Driving /17/10 Thu 1000 Sideswipe Day Dry Unknown/Not Coded /11/10 Sun 0900 Angle Day Dry Careless Driving /31/10 Tue 1100 #N/A Day Dry No Improper Driving/Act /20/10 Mon 1400 Rear-End Day Dry Followed Too Closely Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe Ped/ Bike % 38.46% 61.54% 15.38% 0.00% 0.00% 46.15% 15.38% 0.00% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI % 53.85% 46.15% 15.38% 84.62% 0.00% 0.00% 3.85% TOTAL ENTERING VEHICLES/ADT: 252,880 SEGMENT CRASH RATE: 2.817

9 FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION: STATE ROUTE: 9 ROADWAY LIMITS: 119th St M.P TO ENGINEER: FDOT D6 STUDY PERIOD: FROM 1/ 11 TO 12/ 11 COUNTY: Miami-Dade No. MILE PROP DAY / DATE DAY TIME CRASH TYPE FATAL INJURY POST DAM NIGHT WET / DRY CONTRIBUTING CAUSE /05/11 Sat 0400 Coll. W/ Pedestrian Night Dry Careless Driving /06/11 Sun 0200 Rear-End Night Dry Careless Driving /31/11 Wed 1000 Coll. W/ Mv On Roadway Day Dry No Improper Driving/Act /16/11 Sun 2200 #N/A Night Wet #N/A /11/11 Tue 1400 Angle Day Dry Failed To Yield Right-Of-Way /25/11 Fri 0400 #N/A Night Dry #N/A /23/11 Thu 2100 Coll. W/ Mv On Roadway Night Dry Improper Passing /12/11 Mon 1900 Rear-End Night Wet Careless Driving /20/11 Thu 1400 Rear-End Day Dry Careless Driving /17/11 Sun 1600 Rear-End Day Dry Careless Driving /24/11 Tue 1000 Concrete Barrier Wall Day Dry Careless Driving /29/11 Sat 1200 Angle Day Dry Careless Driving /20/11 Fri 1300 Rear-End Day Dry Careless Driving /12/11 Sun 2300 #N/A Night Dry #N/A /12/11 Thu 1700 Rear-End Day Dry Careless Driving /04/11 Sat 1800 Coll. W/ Mv On Roadway Day Dry Unknown/Not Coded /07/11 Mon 1800 Rear-End Night Dry Careless Driving /11/11 Fri 0900 Coll. W/ Mv On Roadway Day Dry No Improper Driving/Act /16/11 Mon 1600 Coll. W/Mvble Obj On Road Day Dry No Improper Driving/Act /11/11 Wed 1400 Rear-End Day Dry Careless Driving /29/11 Thu 1100 Rear-End Day Wet Careless Driving Total No. Fatal Injury PDO Angle Left Turn Right Turn Rear End Side swipe Ped/ Bike % 38.10% 57.14% 9.52% 0.00% 0.00% 42.86% 0.00% 4.76% One Vehicle Day Night Wet Dry Excess Speed FTYRW DUI % 61.90% 38.10% 14.29% 85.71% 0.00% 4.76% 0.00% TOTAL ENTERING VEHICLES/ADT: 263,000 SEGMENT CRASH RATE: 2.188

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15 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: RUN CLASS:... A MESSAGE CLASS:... Q PRINTER DEST:... LOCAL # COPIES: ACCOUNT #: SUBMIT W/HOLD?... N USERID:... KNKAIBP DETAIL SORT ORDER: 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:...

16 REPORT...CARPJ13-01 FLORIDA - DEPARTMENT OF TRANSPORTATION PAGE NO: 1 DATE...08/13/2013 C A R - CRASH ANALYSIS REPORTING SYSTEM USERID: KNKAIBP TIME...14:29:18 CRASH DATA DETAIL AND EXTRACT FOR STATE-MAINTAINED ROADS I/O... CARO213 COMMENT: 1 - SORT BY ROADWAY, MILE POINT FROM: 01/01/2009 TO 12/31/2011 RAMPS INCL FROM CO/SEC/SUB: MP: INFL INCL TO CO/SEC/SUB: MP: 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 ************************************************************************************************************************************ U-INT R N U-INT R N N U-INT R N N U-INT R S N N U-INT R N N U-INT R S N N U-INT R N N U-INT R N N U-INT R N N U-INT R N N U-INT R N N U-INT R N N U-INT R N N U-INT R N N U-INT R N N U-INT R N N U-INT L S S U-INT M M S U-INT R N N U-INT R N N U-INT M M S U-INT R N N U-INT R N N U-INT M M N N U-INT R N N U-INT L S S U-INT L S S U-INT L N S U-INT M M N U-INT L S S U-INT L S U U-INT L H S U-INT R N N U-INT R N N U-INT R S U-INT L S S U-INT R N N

17 REPORT...CARPJ13-01 FLORIDA - DEPARTMENT OF TRANSPORTATION PAGE NO: 2 DATE...08/13/2013 C A R - CRASH ANALYSIS REPORTING SYSTEM USERID: KNKAIBP TIME...14:29:18 CRASH DATA DETAIL AND EXTRACT FOR STATE-MAINTAINED ROADS I/O... CARO213 COMMENT: 1 - SORT BY ROADWAY, MILE POINT FROM: 01/01/2009 TO 12/31/2011 RAMPS INCL FROM CO/SEC/SUB: MP: INFL INCL TO CO/SEC/SUB: MP: 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 ************************************************************************************************************************************ U-INT R N N U-INT R N N U-INT R U N U-INT L S S U-INT L S S U-INT L S S U-INT L N U-INT L S S U-INT L S S U-INT R N N U-INT L S S U-INT L S S U-INT R N N U-INT L S S U-INT L S S U-INT L S S U-INT L S S U-INT M M S U-INT L S S U-INT R N N U-INT M M S U-INT R N N U-INT L S S U-INT R N N U-INT L S S U-INT L S S U-INT L S U-INT M M S U-INT L S U-INT L S U-INT L S S U-INT L S S U-INT L S S U-INT L S S U-INT L S S U-INT L S S U-INT L S S

18 REPORT...CARPJ13-01 FLORIDA - DEPARTMENT OF TRANSPORTATION PAGE NO: 3 DATE...08/13/2013 C A R - CRASH ANALYSIS REPORTING SYSTEM USERID: KNKAIBP TIME...14:29:18 CRASH DATA DETAIL AND EXTRACT FOR STATE-MAINTAINED ROADS I/O... CARO213 COMMENT: 1 - SORT BY ROADWAY, MILE POINT FROM: 01/01/2009 TO 12/31/2011 RAMPS INCL FROM CO/SEC/SUB: MP: INFL INCL TO CO/SEC/SUB: MP: 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 ************************************************************************************************************************************ U-INT L S S U-INT L S S U-INT L S S U-INT L S S U-INT R N N U-INT L S S U-INT L S S