Site work, paving and new construction of a bridge / tunnel in Canton, Mississippi. Completed plans call for the construction of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

construction of 0.360 miles of BRIDGE & APPROACHES on the Loring Road being known as LSRP Project No. LSBP-45(23) in Madison County Mississippi. Roadway Items: Quantity Unit Mobilization 1.000 Ls Clearing and Grubbing 1.000 Ls Removal of Precast Bridge @ Station 19+56.44 1.000 Un Removal of Asphalt Pavement (All Depths) 2,981.000 Sy Unclassified Excavation (Pm) 1,627.000 Cy Channel Excavation (Fm) 290.000 Cy Excess Excavation (Fm) 7,811.000 Cy Granular Material, (Class 5, Group C) 1,120.000 Ton Crushed Stone 801.000 Ton Cold Milling of Bituminous Pavement, All Depths 250.000 Sy 18" Reinforced Concrete Pipe, Class Iii 32.000 Lf Guard Rail, "W" Beam, Complete in Place 250.000 Lf Guard Rail, Bridge End Section, Type "I" Thrie Beam, Complete in Place 4.000 Ea Guard Rail, Terminal End Section 4.000 Ea Construction Surveying 1.000 Ls Bridge Construction Surveying 1.000 Ls Right-of-way Markers (Type Ii) 5.000 Ea Maintenance of Traffic 1.000 Ls Additional Construction Signs 0.000 Sf Reflectorized Traffic Object Marker (Encapsulated Lens) (Type 3) 4.000 Ea Geotextile Under Bridge End Treatment, Type V, Non-woven (Aos<0.43) 68.000 Sy Erosion Control Items: Quantity Unit Agricultural Limestone 3.000 Ton Commercial Fertilizer (13-13-13) 2.000 Ton Ammonium Nitrate 1.000 Ton Seeding 2.000 Ac Vegetative Materials for Mulch 5.000 Ton Temporary Silt Fence (Type Ii) (Aos<0.43) 6,643.000 Lf Wattles, 20" Diameter 400.000 Lf Bridge Items: Test Pile 2.000 Ea Conventional Static Pile Load Test 0.000 Ea 14" Prestressed Concrete Piling 630.000 Lf 18" Pre-formed Pile Holes 455.000 Lf Concrete Piling Cut-off, 14" 0.000 Ea 31' Precast Concrete Slab Unit, 3.5' Interior 18.000 Ea 31' Precast Concrete Slab Unit, 3.5' Exterior 6.000 Ea Precast Concrete Barrier Rail 186.000 Lf 31' Precast Concrete Cap, Intermediate Unit, Concrete Pile 2.000 Ea 31' Precast Concrete Cap, End Unit, Concrete Pile 2.000 Ea 9.25' Precast Concrete Wing 4.000 Ea Loose Riprap, 300 Lb. 544.000 Ton Geotextile Under Riprap, Type V, Non-woven (Aos<0.43) 520.000 Sy