JKU0110, 251212-C05, FAS-S303 (095) - Bridge Replacement over Sni-A-Bar Creek on Route F

Missouri Department of Transportation

Work includes 255 LF 18". Pipe group A; 5,597 SY type 1 aggregate for base (6". Thick); 564. 300 lf modified concrete gutter type B; 73. 600 LF integral curb (6 in. Height and under) type a; 1,527. SF construction signs; 86. 000 ea type 3 moveable barricade; 5 EA. changeable message sign with communication interface, contractor furnished / retained; 8 EA. temporary long-term rumble strips; 750 LF 6". White class 2 pavement marking paint (25-mil, type L beads); 2,907 LF 4". White class 1 pavement marking paint (18-mil, type P beads); 5580. 300 SY type 3b erosion control blanket

Missouri Department of Transportation

Work includes 1 LS protective coating - concrete bents and piers (urethane); 202 LF type d barrier; 322 SY slab on steel; 18 SY bridge approach slab (minor road); 2,755 SF removal of existing bridge deck; 6 SF SHF-flat sheet fluorescent; 6 EA. concrete post anchor for 2.5 in. Psst. - 7 GA.; 96 LF 2.5 in. Psst post - 12 ga.; 2 EA. breakaway assembly (perforated square steel tube); 325 LF MGS guardrail; 4 EA. asymmetrical transition section, 6.5' Posts.

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.