Search results for: depth cold

Proposal 81000-208388 0.63 mi of hot mix asphalt full depth cold milling and resurfacing, improve gravel shoulder and pavement markings on Sibley Road from M-52 to the city limits of Chelsea, Washtenaw County. This is a Local Agency project. ** 548 Cb **In addition to the above minimum prequalification requirement for prime contractors this project includes a subclassification of Ea.

The general items of work include clearing and grubbing; variable depth cold milling of existing pavement; paving with asphalt rubber hot mix (ARHM) and conventional asphalt concrete; removal and replacement of curb and gutter; adjustment to the grade of manholes and valve covers; installation of traffic striping, marking, raised pavement markers, traffic signs, and curb addresses (house numbers) painting; and miscellaneous appurtenant work.

Perform Variable Depth Cold Plane Pavement Removal 4. Perform Level 3, 1/2 " Dense CACP Paving 5. Perform additional and incidental work as called for by the plans and specifications.

Proposal 220301 6510-67 (TH 212=012) State Funds In Renville County on TH 212 from 2.3 Miles East of TH 23 to CSAH 6 Alternate Bituminous or Concrete Surfacing, Full Depth Reclamation, Cold Central Plant Recycled Bituminous, Grading, Bituminous Milling, ADA Improvements and Lighting 10.943 Miles Proposal information tableDate Generated:08/25/2022Sections:3Date Revised:09/07/2022Amendments:2Call Order:301Highway Number:Items:382Counties:RENVILLEProject

water main installed via open-cut method • 10,900 linear feet of water main abandonment • 32 gate valves and wells, 24 fire hydrants, 27 connections to existing water main (6”, 8”, and 12”) • 80 sanitary sewer tap repairs via open-cut method • 3,100 linear feet of one-inch diameter Type K copper water service • 120 one-inch diameter water service curb stops and curb boxes • 1,300 linear feet of sewer lateral lining • 27,000 square yards of two-inch depth

The general items of work include variable depth cold milling of existing pavement; paving with asphalt rubber hot mix (ARHM) and conventional asphalt concrete; removal and replacement of curb and gutter; adjustment to the grade of manholes and valve covers; installation of traffic striping, marking, raised pavement markers, traffic signs and curb addresses (house numbers) painting; and miscellaneous appurtenant work.

Cold Milling Full Width and Approach - Shall be completed in accordance with Michigan Department of Transportation 2020 Standard Specifications for Construction Section S01 and all other applicable sections. Depth of Cold Milling shall be 1.5 inches or as noted on the bid. For locations depth of Cold Milling is 3.0 inches the Contractor shall pave back a minimum of 1.5 inches by end of day.