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Yield Line Failure Analysis for Concrete Parapet 9. 1426 Data from two instrumented wall studies 32, 33 were used to derive barrier design loads for various test or performance levels included in the AASHTO LRFD Bridge Design Specifications: Section 13 Railings. The test levels correspond to those contained in NCHRP Report 350. In these research studies, instrumented concrete walls were designed to measure the magnitude and location of vehicle impact forces. In this first study 32, eight full scale crash tests were conducted using various sizes of passenger cars and buses. The wall consisted of four 10 ft long panels laterally supported by four load cells. Each of the 42 inch tall x 24 inch thick panels was also instrumented with an accelerometer to account for inertia effects. Surfaces in contact with the supporting foundation and adjacent panels were Teflon coated to minimize friction. In the second such study 33, a new wall with a height of 90 inches was constructed using similar design details; crash tests with a variety of trucks up to and including an 80,000 lb tractor with tank type trailer were conducted. Speeds in these tests ranged from 50 mi/h to 60 mi/h, and the impact angles ranged from 15 degrees to 25 degrees. The design load calculated for both TL 3 and TL 4 is 54 kips.
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