US 19 Pedestrian and Bicycle Safe Access to Transit Corridor Study

Transcription

1 US 9 Pedestrian and Bicycle Safe Access to Transit Corridor Study DRAFT Technical Memorandum #2 US 9 Pedestrian and Bicycle Crash Diagram Summary August 26 Prepared for: FLORIDA DEPARTMET OF TRASPORTATIO DISTRICT 7 (FDOT) Contract o: C 9B4, FAP o: A, FP: McKinley Drive Tampa, FL 3362 PIELLAS COUTY METROPOLITA PLAIG ORGAIZATIO (MPO) Contract o: ARA87 FP: Court Street Clearwater, FL 3375

2 US 9 ESTRIA AD BICYCLE SAFE ACCESS TO TRASIT CORRIDOR STUDY Introduction The initial data collection and evaluation tasks of the US 9 Pedestrian and Bicycle Safe Access to Transit Corridor Study focused on the location and frequency of pedestrian and bicycle crashes within the corridor study area that includes adjacent roadways and intersections within a one mile buffer of US 9. After completing the initial data evaluation and analysis it was determined that further study was needed to better understand the causes and conditions of pedestrian and bicycle crashes along US 9, this understanding could then allow for better focused crash mitigating efforts. The detailed analysis included a closer look at the pedestrian and bicycle crashes that occurred along US 9 between 2 and 24. Crash reports of the pedestrian and bicycle crashes that occurred along US 9 were reviewed in detail and pedestrian and bicycle crash diagrams, depicting the location, action/movement, and direction of travel for involved parties were created for the entire corridor. The crashes described on each page of the attached exhibit have been assigned an identification number that references the data tables below the diagrams. The crash diagram exhibit begin in the southern portion of the study corridor and continues north to the northern extent of the study area. Roadway segments that did not have any recorded pedestrian and bicycle crashes were omitted from the crash diagram exhibit. This report provides a summary of some of the contributing crash factors, as derived from the crash reports, and an overview of some key takeaways and considerations based on the data from the pedestrian and bicycle crash diagrams.

3 US 9 ESTRIA AD BICYCLE SAFE ACCESS TO TRASIT CORRIDOR STUDY Pedestrian and Bicycle Crash Summary Crashes and Severity Total Crashes: 57 Injury Crashes: 22 (73.9%) Fatalities: (6.4%) Crash Type Pedestrian: 68 (43.3%) Bicycle: 89 (56.7%) Time of Day Daytime Crashes: 98 (62.4%) ighttime Crashes: 59 (37.6%) Location At Signalized Intersection: 48 (3.6%) Primary Movement on Signalized Location: 9 (69.4%) Driveway/Side Street Crashes: 77 (7.6%) Along US 9 Crashes: 94 (59.9%) Mid Block Crashes: 32 (29.4%) Crossing US 9 Crashes: 63 (4.%) Contributing Cause of Crash Vehicle Failure to Yield ROW: 4 (25.5%) Pedestrian/Bicycle Failure to Yield ROW: 83 (52.9%) Careless Driving: 26 (6.6%) Ran Red Light: 2 (.3%) 2

4 US 9 ESTRIA AD BICYCLE SAFE ACCESS TO TRASIT CORRIDOR STUDY Summary of Pedestrian Crashes Crashes and Severity: Total Crashes: 68 (43.3%) Injuries: 54 (79.4%) Fatalities: 8 (.8%) Time of Day Daytime Crashes: 33 (48.5%) ighttime Crashes: 35 (5.5%) Location At Signalized Intersection: 25 (36.8%) on Signalized Intersection: 2 (3.9%) Mid Block Crashes: 22 (32.4%) Primary Movement Contributing Cause of Crash Along US 9 Crashes: 22 (32.4%) With Direction of Traffic: 9 (4.9%) Against Direction of Traffic: 3 (59.%) Crossing US 9 Crashes: 46 (67.7%) Within Marked Crossing: (2.7%) Within of a Marked Crossing: 4 (8.7%) Mid Block Location: 32 (69.6%) Vehicle Failure to Yield ROW: (4.7%) Pedestrian Failure to Yield ROW: 43 (63.2%) Careless Driving: (2.6%) Pedestrian Standing in Roadway: 3 (4.4%) Ran Red Light: (.5%) 3

5 US 9 ESTRIA AD BICYCLE SAFE ACCESS TO TRASIT CORRIDOR STUDY Summary of Bicycle Crashes Crashes and Severity Total Crashes: 89 (56.7%) Injuries: 68 (76.4%) Fatalities: 2 (2.3%) Time of Day Daytime Crashes: 65 (73%) ighttime Crashes: 24 (27%) Location At Signalized Intersection: 3 (34.8%) on Signalized Intersection: 27 (3.3%) Mid Block Crashes: 3 (34.8%) Primary Movement Contributing Cause of Crash Along US 9 Crashes: 69 (77.5%) Crossing US 9 Crashes: 2 (22.5%) Within Marked Bicycle Lane: (%) Along Sidewalk: 69 (%) Within Marked Crossing: 5 (25%) Within of a Marked Crossing: 2 (%) Mid Block Location: 3 (65%) Vehicle Failure to Yield ROW: 3 (33.7%) Bicycle Failure to Yield ROW: 35 (39.3%) Pedestrian Failure to Yield ROW: 5 (5.6%) Careless Driving: 5 (6.9%) Bike Wrong Way (on roadway): 2 (2.3%) Bike Lost Control: (.%) Ran Red Light: (.%) With Direction of Traffic: 26 (37.7%) Against Direction of Traffic: 43 (63.3%) 4

6 US 9 ESTRIA AD BICYCLE SAFE ACCESS TO TRASIT CORRIDOR STUDY Key Observations A majority of the pedestrian and bicycle crashes (59.9%) along the corridor occurred at side streets or driveways. These crashes tended to cause less severe injury, presumably due to the lower vehicular speeds at these locations. During daytime hours the primary contributing cause of pedestrian and bicycle crashes was vehicles failing to yield the right of way (35.7%). All of the fatal pedestrian and bicycle crashes involved crossing US 9; 7% of these occurred during the night. All of the bicycle crashes involving bicycles traveling north south along US 9 involved the bicyclists traveling on the sidewalk. The roadway segments (S. of 7 th Ave to. of 84 th Ave ) on of the crash diagram contains the highest concentration of pedestrian and bicycle crashes along the corridor; nearly a quarter (23.5%) of all of the pedestrian and bicycle crashes along US 9 happened within this 6, foot stretch of roadway. Suggestions for Further Evaluation Consider exploring strategies aimed at increasing the driver s visibility of pedestrians and bicyclists at signalized intersections; specifically, consider evaluating intersection lighting levels. Consider exploring strategies aimed at increasing the visibility and awareness of pedestrians and bicyclists at driveways and side street crossings. o Ensure adequate sight lines are available for drivers. o Educate and encourage drivers, pedestrians, and bicyclists to be aware of each other s presence and exercise caution when approaching US 9 from side streets and driveways. Consider strategies aimed at increasing pedestrian and bicyclist compliance at marked crossing locations, this could include increased education and enforcement along with an evaluation of existing marked crossing to identify potential enhancements to increase the comfort and attractiveness of the crossings. Consider assessing bus stop locations, and understand how they directly influence pedestrian and bicyclist crossing behavior. A desire should be to position bus stops as close as possible to marked crossings to encourage better crosswalk compliance from boarding and alighting riders. 5

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8 4 US-9/SR MAILADS BLVD W GATEWAY CETRE BLVD 4 39 US-9/SR TH 43 ID O. 38 UMBER /7/ IJURY DAMAGE / WET/ COTRIBUTIG FTY ROW 846 FTY ROW /6/ /22/ /8/2 SAT 82 5 FTY ROW /4/ CARELESS DRIVIG /4/ /22/ FTY ROW 39 ST COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 7 2 of 6

9 62 D ST US-9/SR D UL ME RT 62 ST O RD US-9/SR TH AVE ROOSEVELT BLVD 46 ID O. UMBER 46 2/3/ /3/ //4 45 IJURY COTRIBUTIG DAMAGE / WET/ SAT FTY ROW 84 FTY ROW FTY ROW COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 8 3 of 6

10 ST ST US-9/SR WHITEY RD US-9/SR BELLEAIR RD HAIES BAYSHORE RD ID O. UMBER IJURY DAMAGE 246 MO 244 WET FTY ROW * * /22/ /2/ /6/ /29/ /2/4 52 5/26/ * CRASH OCCURRED DURIG ROADWAY RECOSTRUCTIO, BEGU I 29 / WET/ COTRIBUTIG STADIG FTY ROW CARELESS DRIVIG * * COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 9 4 of 6

11 HAR BLVD URSERY RD 55 US-9/SR TROPIC HILLS DR US-9/SR-55 ID O. UMBER /29/ /6/ /2/4 44 MO IJURY DAMAGE / WET/ 2/9/ /2/2 556 * CRASH OCCURRED DURIG ROADWAY RECOSTRUCTIO, BEGU I SEVILLE BLVD 56 COTRIBUTIG * CARELESS DRIVIG * * CARELESS DRIVIG * CARELESS DRIVIG * COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 5 of 6

12 DRUID RD US-9/SR-55 GULF TO BAY BLVD 59 DREW ST 6 US-9/SR-55 CAMBRIDGE CIR 6 ID O. UMBER /8/ /29/2 COTRIBUTIG DAMAGE / WET/ IJURY 645 FTY ROW 227 FTY ROW /9/ SU 64 * CRASH OCCURRED DURIG ROADWAY RECOSTRUCTIO, BEGU I 29 * COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 6 of 6

13 E -5 /SR RD A HM AC STAG RU BLVD CO 63 9 US-9/SR SOUTH DR AMELIA ST BLACKBUR ST SUSET POIT RD 65 US-9/SR ER AM IT AY COTRIBUTIG DAMAGE / WET/ IJURY 848 FTY ROW FTY ROW // /2/3 732 FTY ROW /23/2 SAT 223 WET /4/2 W UMBER H EC ID O. COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 2 7 of 6

14 ETERPRISE RD 69 COUTRYSIDE BLV D US-9/SR MAI ST US-9/SR EVAS RD ID O UMBER 9/7/ /9/ /2/ /2/3 DAMAGE / WET/ COTRIBUTIG IJURY MO 234 FTY ROW 92 STADIG SU 234 FTY ROW 442 FTY ROW 2235 FTY ROW /25/ /2/4 854 CARELESS DRIVIG // FTY ROW /28/2 MO 2 * COSTRUCTIO OF FROTAGE RD ALTERATIVE STARTED JULY, 22 WET FTY ROW 7 * COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 3 8 of 6

15 BOY SCOUT RD CURLEW AVE REPUBLIC DR US-9/SR HAMMOCK PIE BLVD ESTACIA BLVD WIDIG CREEK BLVD 76 VIA GRAADA /5/ /22/ /9/ /5/ /3/ //3 MO /7/ /22/ /7/ /7/4 MO /3/ /6/ /29/4 SU /7/ DAMAGE / WET/ COTRIBUTIG IJURY 37 FTY ROW 53 CARELESS DRIVIG 74 WET FTY ROW FTY ROW FTY ROW 75 CARELESS DRIVIG 5 FTY ROW FTY ROW CARELESS DRIVIG CARELESS DRIVIG COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to TH AVE UMBER US-9/SR-55 ORTHSIDE DR 82 RIVIERA DR ROYAL BLVD ID O. 79 US 9 Collision Diagram 5' Scale: " = ' 4 9 of 6

16 FROTIER TRAIL COGRESS AVE US-9/SR CURLEW RD/SR TH AVE 9 US-9/SR BILGORE BLVD CR 95 ID O. UMBER /2/ /27/ /6/ DAMAGE / WET/ COTRIBUTIG IJURY CARELESS DRIVIG 3/26/3 26 FTY ROW 4/23/ /7/3 FTY ROW FTY ROW 93 FTY ROW /9/ /5/2 SAT 23 WET FTY ROW /23/ 254 FTY ROW FTY ROW /6/ /22/ SU 2328 WET FTY ROW /6/2 SU REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY US 9 Collision Diagram 5' Scale: " = ' 5 of 6

17 TWI LAKE APTS 3 US-9/SR TAMPA RD US-9/SR-55 2 W LAKE AVE 3 CORAL LADIGS BLVD ID O. UMBER DAMAGE / WET/ COTRIBUTIG IJURY SAT /22/ /9/ /2/3 6 CARELESS DRIVIG /7/ /3/ MO 83 CARELESS DRIVIG CARELESS DRIVIG /8/ /2/ 7 6//2 FTY ROW WET SU 239 FTY ROW FTY ROW WROG WAY 728 MO /26/ // /2/4 88 FTY ROW // /2/3 MO 735 FTY ROW 3 SU FTY ROW MO FTY ROW /28/ /27/ /26/2 MO /29/ REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY US 9 Collision Diagram 5' Scale: " = ' 6 of 6

18 US-9/SR-55 2 PIE RIDGE WAY S HIGHLADS BLVD EBRASKA AVE PIE RIDGE WAY US-9/SR UMBER /8/3 528 FTY ROW /7/2 928 FTY ROW 2 72 FTY ROW SAT 5 25 FTY ROW /2/ /27/ /24/2 36 FTY ROW /28/4 SU FTY ROW 24 SAT 536 FTY ROW /2/ /6/ /24/ 2 2 WROG WAY /8/ MO 23 IJURY COTRIBUTIG 7 27 DAMAGE / WET/ 9/2/2 2 ALDERMA RD HIGHLADS BLVD ID O. FTY ROW REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY US 9 Collision Diagram 5' Scale: " = ' 7 2 of 6

19 FOX CHASE BLVD SLY FOX RU US-9/SR COLOIAL BLVD LAKE TARPO BLVD COUTRY GROVE BLVD GLE EAGLES PKWY IISBROOK DR US-9/SR /6/3 IJURY DAMAGE / WET/ COTRIBUTIG WET FTY ROW SAT /3/ /22/ WET CARELESS DRIVIG /2/ /2/ CARELESS DRIVIG 229 FTY ROW SAT /3/ /8/ 435 FTY ROW /24/ FTY ROW /2/ SU 358 FTY ROW 34 COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to DOLLY BAY DR 28 2/9/ CYPRESS DR UMBER CITRUS DR ID O. 34 OAK AVE LAKE SHORE DR 35 US 9 Collision Diagram 5' Scale: " = ' 8 3 of 6

20 CYPRESS POD RD 38 US-9/SR-55 RITA L GRAD CYPRESS BLVD TIMBERLAE RD CYPRUS DR 39 SU VALLEY BLVD KLOSTERMA RD US-9/SR ID O. UMBER /5/ /24/ /5/2 /7/ DAMAGE / WET/ COTRIBUTIG IJURY 8 48 CARELESS DRIVIG 2224 STADIG FTY ROW COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 9 4 of 6

21 MAGO ST PARKVIEW BLVD WOODHILL DR US-9/SR TOOKES RD MARTI LUTHER KIG JR DR 48 US-9/SR /29/ //3 WET/ COTRIBUTIG FTY ROW FTY ROW DAMAGE / IJURY SAT /27/3 SAT 25 FTY ROW /6/2 MO 82 3 WET FTY ROW /29/ 3 LOST COTROL /3/4 SU /26/2 SU CARELESS DRIVIG /23/ MO 235 FTY ROW /23/2 SU 223 FTY ROW /9/2 636 FTY ROW /3/4 MO 45 FTY ROW /25/3 55 COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to TARPO AVE 42 5/7/ BOYER ST UMBER LIME ST OAKWOOD ST ID O. 53 US 9 Collision Diagram 5' Scale: " = ' 2 5 of 6

22 LIVE OAK ST US-9/SR SPRUCE ST BECKETT WAY 57 US-9/SR ID O. UMBER /5/ /7/ /27/2 57 COTRIBUTIG DAMAGE / WET/ IJURY 22 FTY ROW 643 RA RED LIGHT 63 FTY ROW COLLISIO SYMBOLS BACKIG VEHICLE O-IVOLVED VEH. ESTRIA / PATH PERSOAL IJURY ITY REAR-ED COLLISIO HEAD-O COLLISIO OUT OF COTROL OVERTURED VEHICLE LEFT TUR COLLISIO RIGHT AGLE COLLISIO for US 9 From 7th Avenue to US 9 Collision Diagram 5' Scale: " = ' 2 6 of 6