Bridge Replacements REMOVAL OF EXISTING BRIDGES & REPLACEMENT WITH NEW BRIDGES Including Bituminous Surfacing, Miscellaneous Removals, Prestressed Concrete Beams, Structural, Slab & Barrier Concrete, Structural Steel, Excavation, Aggregate Base & Surfacing, Piling, Concrete Curb & Gutter, Random Riprap, Traffic Barrier & End Treatments, Traffic Control, Erosion Control and Turf Establishment. PROJECT LOCATION Site 1 - On CSAH 26 approximately 0.1 Miles East of TH 74; Over Whitewater River in Elba, MN Site 2 - On CSAH 26 approximately 2.5 Miles East of TH 74/0.1 Miles East of CR 114, Over Tributary to South Fork Whitewater River ESTIMATED QUANTITIES OF WORK Site 1 MOBILIZATION - 1 LS; GRUBBING - 1.1 ACRE; SAWING BITUMINOUS PAVEMENT (FULL DEPTH) - 58 LF; SALVAGE PIPE CULVERTS - 65 LF; REMOVE BITUMINOUS PAVEMENT - 2,263 SY; COMMON EXCAVATION - 954 CY; COMMON EMBANKMENT (CV) – 1,162 CY; AGGREGATE SURFACING & BASE CLASS 2, 5 & 5 MODIFIED (CV) - 1,627 CY; BITUMINOUS MATERIAL FOR TACK COAT - 101 GALLONS; TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) - 468 TON; TYPE S (TL-4) BARRIER CONCRETE (3S52) - 696 LF; STRUCTURAL CONCRETE (1G52) & (3B52) - 398 CY; REINFORCEMENT BARS - 5,250 POUND; REINFORCEMENT BARS (EPOXY COATED) - 108,160 POUND; REINFORCEMENT BARS (STAINLESS-75KSI) - 710 POUND; BRIDGE SLAB CONCRETE (3YHPC-M) - 12,516 SF; STRUCUTURE EXCAVATION - 1 LS; SLOPE PREPARATION - 1 LS; FOUNDATION PREP PILE BENT PIERS - 1 LS; FLOOR DRAIN TYPE B706 MODIFIED - 4 EACH; BEARING ASSEMBLY - 30 EACH; DIAPHRAGMS FOR TYPE 40MH PRESTRESSED BEAM - 330 LF; PRESTRESSED CONCRETE BEAMS 40MH - 1,590 LF; BRIDGE APPROACH PANELS - 172 SY; EXPANSION JOINTS DESIGN E5 - 76 LF; REMOVE EXISTING BRIDGE - 1 LS; STEEL H-TEST PILE 75' LONG 10" - 2 EACH; STEEL H-TEST PILE 85' LONG 10" - 2 EACH; STEEL H-TEST PILE 95' LONG 14" - 4 EACH; PILE TIP PROTECTION 10" & 14” - 42 EACH; STEEL H-PILING 10" & 14” - 2,620 LF; 20" STEEL PILE SHELLS - 208 LF; 15” HPP PIPE CULVERT - 58 LF; INSTALL PIPE CULVERT - 45 LF; DRAINAGE SYSTEM TYPE (B910) - 1 LS; GRANULAR FILTER - 380 CY; RANDOM RIPRAP CLASS V - 910 CY; CONCRETE CURB & GUTTER DESIGN B624 - 132 LF; END TREATMENT-TANGENT TERMINAL - 4 EACH; TRAFFIC BARRIER DESIGN TYPE 31 & TRANSITION TYPE 31 - 475 LF; TRAFFIC CONTROL - 1 LS; SILT FENCE TYPE MS - 2,485 LF; FLOTATION SILT CURTAIN TYPE MOVING WATER - 300 LF; TURF ESTABLISHMENT - 1 LS; ROLLED EROSION PREVENTION CATEGORY 20 - 5,148 SY; RAPID STABILIZATION METHOD 1 - 1.1 ACRE; and Miscellaneous and Appurtenant Items required for a Complete Project. Site 2 MOBILIZATION - 1 LS; GRUBBING - 0.3 ACRE; SAWING BITUMINOUS PAVEMENT (FULL DEPTH) - 83 LF; REMOVE BITUMINOUS PAVEMENT - 546 SY; COMMON EXCAVATION - 308 CY; COMMON EMBANKMENT (CV) - 322 CY; AGGREGATE SURFACING & BASE CLASS 2, 5 & 5 MODIFIED (CV) - 392 CY; BITUMINOUS MATERIAL FOR TACK COAT - 32 GALLONS; TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) - 143 TON; STRUCTURAL CONCRETE (3G52) - 200 CY; REINFORCEMENT BARS (EPOXY COATED) - 58,010 POUND; REMOVE EXISTING BRIDGE - 1 LS; GRANULAR BACKFILL - 1,676 CY; COURSE AGGREGATE BEDDING (CV) - 284 CY; RANDOM RIPRAP CLASS IV - 212 CY; TRAFFIC CONTROL - 1 LS; SILT FENCE TYPE MS - 688 LF; FLOTATION SILT CURTAIN TYPE MOVING WATER - 50 LF; TEMPORARY STREAM DIVERSION SYSTEM - 1 LS; TEMPORARY SEDIMENT TRAP - 1 EACH; TURF ESTABLISHMENT - 1 LS; ROLLED EROSION PREVENTION CATEGORY 20 - 1,239 SY; RAPID STABILIZATION METHOD 1 - 0.3 ACRE; and Miscellaneous and Appurtenant Items required for a Complete Project.
