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Map of I-70 showing location of landslide features and slide scars from original construction
Milling exposed the presence of voids and cracking below the road surface.
Drilling operations exposed areas of asphalt up to 6 ft thick.
Construction operations on the west bound lanes in 2010
36-39 pcf cellular lightweight concrete with a 2" slump and minimum strength of 80 psi placed in single lifts up to 20'