251212-C03, JKR0103 - Route Z - Bridge Replacement Over Kinney Creek

Missouri Department of Transportation

Work includes 1,220 SY type 5 aggregate for base (6". Thick); 406 CY placing type 2 rock blanket; 1,200 LF 4 in. White class 1 pavement marking paint (18-mil, type p beads); 975 LF 4". Yellow class 1 pavement marking paint (18-mil, type P beads; 1,084 LF silt fence; 629 SY type 1A erosion control blanket; 225 LF MGS guardrail, 8'. Posts, 6'. - 3". Spacing; 122 SY bridge approach slab (minor road); 1,823 LF galvanized structural steel piles (14"); 18 EA. pile point reinforcement; 328 LF 21"., prestressed concrete spread box beam.

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

Work includes 512 SY type 5 aggregate for base (6" Thick); 512 SY misc. Optional pavement (11" BP vs. 9" JCPC); 39 CY furnishing type 3 rock ditch liner; 557 CY furnishing type 2 rock blanket; 855 SF construction signs; 580 LF 4" White class 1 pavement marking paint (18-mil, type P beads); 363 LF 4" Yellow class 1 pavement marking paint (18-mil, type P beads); 10 LF rock ditch check; 860 LF silt fence; 581 SY type 3B erosion control blanket; 250. 000 LF MGS guardrail.