30-Year Old Two-Life Pavement Case Study
30-Year Old Two-Life Pavement Case Study
30-Year Old Two-Life Pavement Case Study
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• Sections 5A, 5B, 5BT:<br />
3 in Dowelled PCC ( 1in dowels @ 12” c/c)<br />
9 in Econocrete (A=2,000 psi, B=1,250 psi)<br />
6 in Stabilized subgrade<br />
20 ft slabs, right angle joints
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