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Cadillac Asphalt Cadillac is a subcontractor on this project performing 237,256 SY of Cold Milling and HMA Resurfacing with 20,000 TNs of 5E30 HS on I696 Service Drives and Approximately 35,000 TNs of 3E3 and 4E3 Shouldes on I696 from I94 to I75. I-696. 28.12 Mil of Concrete shoulder and ramp inlay, concrete patching, bridge repair work and drainage Construction Updates | West Des Moines, IA 2020 HMA RESURFACING PROGRAM : Estimated: Summer 2020 Estimated Completion: Fall 2020. Contractor: Des Moines Asphalt . Project Overview: This project will resurface various locations in the City of West Des Moines. Types of work including approximately 321 tons of HMA HT 1/2" leveling course, 3,300 tons of HMA interlayer, 1,826 tons of Hi-Pro
Jun 01, 2019
2020 HMA RESURFACING PROGRAM : Estimated: Summer 2020 Estimated Completion: Fall 2020. Contractor: Des Moines Asphalt . Project Overview: This project will resurface various locations in the City of West Des Moines. Types of work including approximately 321 tons of HMA HT 1/2" leveling course, 3,300 tons of HMA interlayer, 1,826 tons of Hi-Pro Engineering - Project Bid Information 2020 HMA Resurfacing Program Contract 2. Bidders List: Planholders List: Bid tab: Final Bid Results: Bid Comments: Staff Recommends Award to Grimes Asphalt and Paving Corporation on July 13, 2020 ($450,118.75). Additional Information: Addendum No. 1 Informational Communication Notice of 2020 SUDAS Notice to Bidders Instructions to Bidders
Typical Section for Type 'B' Granular Shoulder (Adjacent to HMA Resurfacing) 7137: HMA Shoulder Resurfacing 7145: Aggregate for Paved Shoulder Fillet 7146: Earth for Paved Shoulder Fillet 7148: Fillet for Non-Paved Entrances or Side Roads 7149: Fillet Extension for Non-Paved Side Roads 7151: Typical Section Retrofit Paved Shoulders 7152
The entire HMA Contracting team worked tirelessly to ensure that our dream home on Lake George met our every expectation and was completed on time. It is uncommon to find a company that takes such pride in its work and provides such professional and courteous service.” -Daniel J. Ryterband, an HMA Contracting client, Chappaqua, New York. Removing all the HMA, then using fractured slab technology (rubblization, break-and-seat, crack-and-seat) to stabilize the PCC before placing the HMA overlay. (This is the only way to eliminate the underlying slab action that causes reflective cracking.) Placing an HMA overlay, then Saw-Cut and Sealing the overlay. Milling – HMA Pavements. Milling (also called grinding or cold planing) can be used to smooth an existing HMA pavement prior to HMA or PCC overlays. Rather than filling in low spots, as a leveling course does, milling removes the high points in an existing pavement to produce a relatively smooth surface. Typical Section for Type 'B' Granular Shoulder (Adjacent to HMA Resurfacing) 7137: HMA Shoulder Resurfacing 7145: Aggregate for Paved Shoulder Fillet 7146: Earth for Paved Shoulder Fillet 7148: Fillet for Non-Paved Entrances or Side Roads 7149: Fillet Extension for Non-Paved Side Roads 7151: Typical Section Retrofit Paved Shoulders 7152