Hirsch, T. J., & Fairbanks, W. L. (1984). Bridge Rail to Contain and Redirect 80,000 LB Tank Trucks (Report No. FHWA/TX-84/911-1F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84667
Hirsch, T. J. and William L. Fairbanks. Bridge Rail to Contain and Redirect 80,000 LB Tank Trucks. Report no. FHWA/TX-84/911-1F. Texas Transportation Institute. Texas A&M University, 1984. https://rosap.ntl.bts.gov/view/dot/84667.
Hirsch, T. J., and William L. Fairbanks Bridge Rail to Contain and Redirect 80,000 LB Tank Trucks. Texas Transportation Institute. Texas A&M University, 1984, Report no. FHWA/TX-84/911-1F, ROSA P. https://rosap.ntl.bts.gov/view/dot/84667.
A standard Texas type T5 traffic rail was modified to increase its height and strength to contain and redirect an 80,000 1 b (36,300 kg) tank-type tractor trailer at 50 mph (80.5 km/h), 150 impacts. The concrete parapet was increased to 48 in. (122 cm) high, and a concrete beam was mounted on concrete posts on top of the parapet to achieve a total rail height of 90 in. (229 cm). One crash test was conducted on the bridge rail. The truck was contained and smoothly redirected. This test has shown that a bridge rail can redirect heavy tank-type trucks at speeds up to 50 mph (80.5 km/h) and 150 impacts. The cost of this rail is estimated at about $125 per foot. Typical passenger car bridge rails in Texas now cost about $35 per foot.
Hirsch, T. J., & Fairbanks, W. L. (1984). Bridge Rail to Contain and Redirect 80,000 LB Tank Trucks (Report No. FHWA/TX-84/911-1F). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84667
Hirsch, T. J. and William L. Fairbanks. Bridge Rail to Contain and Redirect 80,000 LB Tank Trucks. Report no. FHWA/TX-84/911-1F. Texas Transportation Institute. Texas A&M University, 1984. https://rosap.ntl.bts.gov/view/dot/84667.
Hirsch, T. J., and William L. Fairbanks Bridge Rail to Contain and Redirect 80,000 LB Tank Trucks. Texas Transportation Institute. Texas A&M University, 1984, Report no. FHWA/TX-84/911-1F, ROSA P. https://rosap.ntl.bts.gov/view/dot/84667.
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