US 41 (Tamiami Trail) Corridor Study. Roadway Safety Audit

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US 41 (Tamiami Trail) Corridor Study Roadway Safety Audit US 41 RSA June 14/15, 2017

Agenda Project Overview Schedule RSA Process Overview RSA Responsibilities Historical Crash Review 2

PROJECT OVERVIEW

Corridor Study Overview Major Stakeholders Sarasota-Bradenton International Airport New College of Florida USF Sarasota-Manatee Ringling Museum Sarasota Classic Car Museum Asolo Repertory Theatre 4

Corridor Study Overview Study Schedule 5

2016 FDOT AADTs 6

Existing Conditions Outline Existing socio-economic data Existing land use and zoning Future land use and development plans Existing and programmed roadway characteristics 7

Existing Conditions Map of Speed Limits 8

Existing Conditions Map of Traffic Signals 9

Existing Conditions Typical Sections 10

Existing Conditions Transit Routes 11

Existing Conditions Bicycle Facilities 12

Today s Schedule Kick Off Meeting (10:00 AM 12:00 PM) What is a Road Safety Audit? US 41 historical crash review Field review RSA responsibilities Discussion: Corridor issues/opportunities & project goals Lunch Break (12:00 1:30 PM) Walk Corridor (1:30 4:30 PM) PM Peak Hour Intersection Review (4:30 6:00 PM) PM Peak Hour Observations (5 6 PM) Dinner Break (6:00 8:30 PM) Night Field Review (8:30 10:00 PM) 13

Tomorrow s Schedule AM Peak Hour Observations (7:00 8:30 AM) Continue Walking Corridor (8:30 AM 12:00 PM) Lunch Break (12:00 PM 1:30 PM) RSA Observations Meeting (1:30 PM 4:30 PM) Discuss safety issues observed during field review Summarize and record observations by intersection and segment Discuss and record potential improvements/countermeasures 14

ROAD SAFETY AUDIT OVERVIEW

Basic Concepts What is a Road Safety Audit (RSA)? Why do we need RSAs? When do we conduct RSAs? 16

What is a Road Safety Audit? A road safety audit is a formal safety performance examination of an existing or future road or intersection by an independent audit team. 17

What is a Road Safety Audit? formal: procedures and documentation safety performance: focus on safety independent: audit team: auditors detached from project team general experience and specialists 18

A Road Safety Audit also Considers the safety of all road users Examines the interaction of project elements Considers interactions at the borders or limits of the project Proactively considers mitigation measures 19

Why do we need RSAs? Typical Reported Crash Causes Human Factors (93%) Road Environment Factors (34%) 3% 1% 3% 27% 57% 3% 6% Vehicle Factors (13%) Source: HSM Chapter 3 Figure 3-3 20

Why do we need RSAs? Relatively few road-related safety issues are identified in collision reports. Road designs need to anticipate and accommodate common driver/pedestrian/bicycle errors. Easier to design and build safer roads than to modify some entrenched driver/pedestrian/bicycle behaviors 21

Why do we need RSAs? There are many competing interests in the planning and design process: Cost, Environment, Capacity, Safety Compromises are a reality RSAs identify safety implications, safety is an explicit consideration in planning and design, and that safety does not fall through the cracks. 22

HISTORICAL CRASH REVIEW

Corridor Crash Overview 24

US 41 University Pkwy to Whitfield Ave Corridor Statistics 474 total crashes from 2011 to 2015 o 3 fatal, 161 injury, 310 PDO o 5 bike and 5 pedestrian Higher crashes observed on Monday/Friday, peak hours 25

US 41 University Pkwy to Whitfield Ave Corridor Statistics 242 rear-end (51%), 69 sideswipe (15%), 49 left-turn (10%), 42 run-off-theroad (9%), and 34 angle (7%) 37% of crashes in dark lighting conditions 303 (64%) crashes occurred within signalized intersection influence areas 26

US 41 University Pkwy to Whitfield Ave Pedestrian and Bicycle Crashes 10 crashes 5 pedestrian, 5 bicycle Intersections o University Pkwy 1 pedestrian 2 bicycle o Braden Ave 1 pedestrian Segments o Edwards Dr to Braden Ave 3 pedestrian 2 bicycle o Braden Ave to Tallevast Rd 1 bicycle 27

US 41 University Pkwy to Whitfield Ave Signalized Intersections 303 crashes at signalized intersections (64%) o o o o o US 41 at University Pkwy (172 crashes) US 41 at College Dr/General Spaatz Blvd (33 crashes) US 41 at Braden Ave (30 crashes) US 41 at Gaines Ave/Tallevast Rd (34 crashes) US 41 at Whitfield Ave (34 crashes) 28

US 41 at University Pkwy 172 crashes o 43 (25%) injury and 129 (75%) PDO o 118 (69%) rear-end and 28 (16%) sideswipe 29

US 41 at College Dr /General Spaatz Blvd 33 crashes o 9 (27%) injury and 24 (73%) PDO o 19 (58%) rear-end, 4 (12%) run-off-the-road, and 4 (12%) left-turn 30

US 41 at Braden Ave 171 crashes o 1 fatal, 12 (40%) injury, and 17 (57%) PDO o 16 (53%) rear-end, 5 (17%) run-off-the-road, and 3 (10%) left-turn 31

US 41 at Gaines Ave /Tallevast Rd 34 crashes o 10 (29%) injury and 24 (71%) PDO o 16 (53%) rear-end and 5 (17%) run-off-the-road 32

US 41 at Whitfield Ave 34 crashes o 12 (35%) injury and 22 (65%) PDO o 19 (56%) rear-end and 7 (21%) sideswipe 33

US 41 University Pkwy to Whitfield Ave Segment Locations 171 crashes between signals (36%): o University Parkway to College Dr/General Spaatz Blvd (12 crashes over 0.342 miles) o College Dr/General Spaatz Blvd to Edwards Dr (14 crashes over 0.169 miles) o Edwards Dr to Braden Ave (69 crashes over 0.560 miles) o Braden Ave to Tallevast Rd (62 crashes over 0.818 miles) o Tallevast Rd to Whitfield Ave (14 crashes over 0.192 miles) 34

FIELD REVIEW RESPONSIBILITIES

Field Review Responsibilities Wear your safety vest! Everyone should take as many notes and pictures as they can! Drive entire corridor, south to north then north to south Walk west and east sidewalks Observe and record pedestrian activity and issues Drive every intersection approach 36

Field Review Responsibilities At each signalized intersection Walk all crosswalks presence and condition of ped/bike facilities Presence of intersection or roadway lighting Intersection sight distance Levels of pedestrian and bicycle activity Interaction with transit Driver/pedestrian/bicycle behavior Record on handout Walk and Flashing Don t Walk timings Phasing Clearance intervals (Y+AR) At each unsignalized (and signalized) intersection Sight distance Proper signage Proper sign placement (not obstructing view) 37

Discussion Corridor issues and opportunities Project goals 38