J9S3770, 251212-H04 - Bridge replacement over Drainage Ditch 4

Missouri Department of Transportation

Work includes 108 SY bridge approach slab (minor road); 500 LF galvanized cast-in-place concrete piles (14"); 22.200 CY class b concrete (substructure); 121 LF type H barrier; 141 SY slab on concrete beam; 137 LF 21", prestressed concrete spread box beam; 8 EA. slab drain; 137 LF 2" PSST post - 12 GA.; 13 EA. driven post anchor for 2" PSST - 12 GA; 90 LF alternate ditch check. See attached file.

Missouri Department of Transportation

The work consist of approx 225 LF guardrail 8 FT posts 6 FT 3" spacing; 122 SY bridge approach slab; 1,823 LF 14" galvanized structural steel piles; 1,200 LF 4" white class pavement marking; 1,084 LF silt fence.

Missouri Department of Transportation

Work includes 28 EA. slab drain; 577 EA. mechanical bar splice; 45 CY class 1 excavation; 200 LF mgs guardrail; 268 SY coldmilling bituminous pavement for removal of surfacing (3" Thick or less); 4,183 LF pavement marking removal; 1,150 LF 6 in. White class 2 pavement marking paint (25-mil, type L beads); 606 SY permanent erosion control geotextile; 793. 000 lf silt fence; 302 LF type C berm; 243 SY type 5 aggregate for base (4" Thick); 21 CY furnishing type 1 rock ditch liner; 21 CY placing type 1 rock ditch liner.