Abstract
The design procedure for predicting the structural performance of deep corrugated box culverts was investigated. Load capacity and deflection measurements were conducted on a fully instrumented, steelbox culvert. Response due to the construction sequence was monitored, as was response to static loads of 16, 32, and 42 kips applied with a loaded dump truck. This paper appears in transportation research record no. 1277, Modern geotechnical methods: instrumentation and vibratory hammers 1990.