Summary
Work includes 147 LF removing pipe, 2 EA removing headwalls, 925 CY unclassified excavation, 400 CY borrow excavation, 110 CY structure excavation, 135 CY foundation backfill, commercial, 9 rbst roadbed processing, 750 SY geosynthetic reinforcement for soft soil stabilization, type 2, 1,500 SY crushed aggregate base course, type b, plant mixed, 6" compacted thickness, 1,500 SY bituminous treatment a, a000 750 gal tack coat, 4,700 SY micro-milling existing pavement (approx 1.10" thru 2.00" thick), 550 Ton superpave bituminous concrete wearing surface layer, 1/2" maximum aggregate size mix, esal range c/d. See attached file.