8 .1 ] TRUCK CRASH RATE ESTIMATES ON SELECTED ROUTE SEGMENTS
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and related choartl provides data about 01"1 transporting hozcndous materials.
Table 2. Estimated Annual Truck Crash Rates for M 0 o 1 la 0 r : Roads in Wayne County
US3-24 from WaoyneOoklond to
[West Fort Street) | 5‘6 | |||||||
M391. rfroom NH O to Woyne-Monri'roe Co. [the | M23 {F’Sr'fxi•‘owdson’ ’0 M85 | 1-94 from | 18 | |||||
M85 | l-75 to (River Rouge) | , | ||||||
Ambassador Bridge, including approaches | V | . | ||||||
Jefferson | MA46 (Grand River Avenue) from l1--96 to US-24 | 2 from Woyne-Woshtenow Co. | 18 | |||||
Jefferson | 25 | |||||||
rtotles subject acrteoa 01t l1--75, the Iowet p0a1n1 M-1IO0 l1--96, a01te8 croash roles for non-divided highways. MN15 [Grand River Avenue) had the lowest overall crash trotles o0{1 01"1 evaluated. The truck crosh roles depicted in Table 2 were a0pp1liied to the route risk assessment.
2, U52 1-96 and sumnlor the