Transcript Document
Safety on Kirby Drive: 1998-2001 Ned Levine, PhD Houston-Galveston Area Council Houston, TX Kirby Drive Safety Between 1998 and 2001: 1225 serious crashes 4 fatal 29 incapacitating injuries 640 less serious injuries Type of crashes 14 pedestrians 7 bicyclists 8 parked cars 78 fixed objects 1112 other motor vehicles Safety on Kirby Drive: 1998 to 2001 Location of Crashes # # # # # ## Westheimer Rd # # # # # # # # # # # # # # # # # # # # ## # # # # # # # # # # # ## # # # # # # # ## # ## # # # ## # # # # ## # # # ## # # # # # # # # # # ## # # # ## W Alabama St W Holcombe Blvd # # # # # # # # # # # Kirby Dr IH 610 # # # ## ## t t Ma in S B tS ne on s is SH 28 8 US 59 # # # # ### n is S pa Old # # # # # ai l h Tr # # # # # Crash location : 1998 to 2001 Kirb y Dr Freew ays Arterials Street # # IH 610 # N # # # # # # # # # # W E S # # 0 2 Miles Factors in Crashes (Regional Share) Contributing factors * * * * 34% speeding (39%) 28% failure to yield (20%) 15% failure to stop at light or stop sign (11%) 13% running a red light (8%) 5% DUI (7%) 3% improper turn (2%) Kirby Drive 'Hot Spots': 1998 to 2001 Number of Crashes at Locations # # ## # # ## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # Westheimer Rd W Alaba ma St ## # # ###### # ##### # ##### # ## # t ## # # W Holcombe Blvd # # # # # # # # # # # ## # Kirby Dr IH 610 # # # # # # Number of crashes Less than 10 # 10 - 19 20 - 29 # # 30 - 39 # 40 - 49 # SH 28 8 tS ne on # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # Ma in St s Bis US 59 # #### # # # rail ish T Span d l O # # ## # ### # ### # 50 or more Kirby Dr Freeways Arterials Street # # # # # ## IH 610 ## # # # # # # N # # # # # W E # # S 0 1 2 3 Miles Measure of Severity Serious # Serious crashes Crash Risk = ------------------------------------------------100 million vehicle miles traveled Serious Crash Risk Serious Crashes Per 100 Million VMT Kirby Drive 433 Urban principal arterials: Harris County State of Texas 247 233 High Risk Locations on Kirby Drive: 1998 to 2001 Crashes Per 100 Million Vehicle Miles Traveled Westheimer Rd W Alabama St US 59 SH 28 Ma in St Kirb y Dr IH 610 W Holcombe Blvd 8 St et nn o ss Bi n ish Spa Old IH 610 l T rai Kirby Dr Freeways Arterials Street Crash risk Low High N W E S 0 1 2 3 Miles From San Felipe to Bissonnet: 1998–2001 Total Crashes = 565 From San Felipe to Bissonnet: 1998–2001 Mid-Block Crashes Block Total # of Crashes Right Angle Crashes San Felipe to Westheimer 45 30 Westheimer to W. Alabama 35 9 W. Alabama to Richmond 65 24 Richmond to US 59 NSR 50 15 US 59 NSR to US 59 SSR 17 3 Westpark to Bissonnet 54 9 266 90 Total Crashes at an angle constitute 34% of the total number of mid-block crashes From San Felipe to Bissonnet: 1998–2001 Intersection Crashes Intersection Total # of Crashes Right Angle Crashes San Felipe 22 9 Westheimer 21 5 W. Alabama 33 15 Richmond 30 11 US 59 NSR 49 14 US 59 SSR 37 15 Westpark 43 12 Bissonnet 64 14 299 95 Total Crashes at an angle constitute 32% of the total number of crashes at intersections Types of Median Treatments on Urban Arterials Two-way Left Turn Lanes v. Raised Medians Current Conclusions • Raised medians are safer for both vehicles and pedestrians • At low to moderate volumes: Two-way left turn lanes improve safety • At high volumes and with many driveways: Two-way left turn lanes encourage many crashes • Businesses and drivers don’t like raised medians • No evidence that raised medians hurt businesses Research Results • In Des Moines, IA, adding raised median decreased crashes by 50% • In central New Jersey, raised median decreased pedestrian crashes by 28% • At 1000 paired intersections in 30 cities: At higher volumes, raised medians reduced pedestrian risk by 46% Marked crosswalks were more dangerous at higher volumes Source: FHWA, Safety Effects of Marked vs. Unmarked Crosswalks at Uncontrolled Locations: Executive Summary and Recommended Guidelines. FHWA: Washington DC, Feb 2002. FHWA-RD-01-075 Traffic Volumes on Kirby Dr • In 2000, H-GAC estimated 18,778 vehicles/day • In 2025, H-GAC forecasts 22,322 vehicles/day • This is an expected 19% increase in volume Impacts on Business • Three studies, two in Texas College Station, McKinney, Longview, Wichita Falls, Odessa, Houston, Port Arthur, Amarillo • 67% or more of businesses surveyed reported no negative impacts after construction • Second Texas study reported 18% increase in property values after construction of median Local Example FM 518 FM 518 Brazoria County & Galveston County FM 518 SH 288 Pearland FM 518 Fm 518 Freeway Arterials Pearland Friendswood League City Kemah Brazoria County Galveston County Kemah SH 146 SH 288 Friendswood League City FM 518 IH N 45 W E S Brazoria County 0 5 Galveston County 10 Miles Conflict Points and Crashes on FM 518: 1998-2000 Number Per One Mile Segment 2000 200 180 160 140 120 100 80 60 40 20 0 Conflict points Crashes 1500 1000 500 0 Pearland Friendswood League City Number of crashes Number of conflict points 2500 Kemah Source: Kimley-Horn H-GAC Changes in Sales Tax Revenues: 1982-2002: FM 518 Cities $9,000,000 $8,000,000 $7,000,000 Pearland Friendswood League City Kemah $6,000,000 $5,000,000 $4,000,000 $3,000,000 $2,000,000 $1,000,000 Year 2002 2000 1998 1996 1994 1992 1990 1988 1986 1984 $0 1982 Sales tax income (current dollars) $10,000,000