RESTRUCTION CORPORATION
303-688-8244
5605 N Peterson Rd
Sedalia, Colorado
80135-8849
, USA
Fax: 303-688-6733
Website Links: RESTRUCTION CORPORATION | - Case Study | - City of Colorado Springs... | Award Winning Project | Broken Strand Coupling... | corrosion of reinforcing steel | Epoxy Injection of Glu-Lam... | Fitzgeralds Casino | Foundation and Structural... | Goose Pasture Dam Spillway | hydro-demolition techniques | Laminated Wood Arch Jacking... | Leaking RC Pipe Joint Repair | Masonry Wall Strenghtening | Operations and project... | Precast Concrete Panel Repair | Sandstone Structure Refurbishment... | Sun Devil Stadium
| Year Established | 1975 |
| Annual Sales | US$5 Million - US$10 Million |
| Business Type | Contruction & Contractor |
Web Site Results
- Parking Garage Repair and Structural Repairs by Restruction Corporation
- Engineering Solutions Documents Shotcrete By Bruce Collins, Adam Zius Concrete Reinforcing Steel Corrosion Assessment, Re-passivation and Monitoring in an Industrial Environment By Bruce Collins Field Applications of In-Situ Tensile Pull
- Fitzgeralds Casino
Fitzgeralds Casino - Blackhawk Colorado The Problem The historical society of Blackhawk Colorado has required the owner of the structure to incorporate the two remaining walls in any new re-development of the
- Parking Garage Repair and Structural Repairs by Restruction Corporation...
- Engineering Solutions Documents Shotcrete By Bruce Collins, Adam Zius Concrete Reinforcing Steel Corrosion Assessment, Re-passivation and Monitoring in an Industrial Environment By Bruce Collins Field Applications of In-Situ Tensile Pull
- Parking Garage Repair and Structural Repairs by Restruction Corporation
- Engineering Solutions Documents Shotcrete By Bruce Collins, Adam Zius Concrete Reinforcing Steel Corrosion Assessment, Re-passivation and Monitoring in an Industrial Environment By Bruce Collins Field Applications of In-Situ Tensile Pull
- - Case Study
- Hydro-Demolition The Problem High chloride contents at the level of the reinforcing steel was causing corrosion. The conventional reinforcing had approximately 1 1/2" of cover. The slab was constructed as an 8-inch thick