Parking Structure Profile's
Trolley Corners Parking Structure
Issue: Two supporting precast tees were repaired, and steel support braces were installed. The delaminated concrete surfaces of the deck have been fixed. To learn more about this project, click the link:
Glenwood Parking
Structure
CRS mechanically removed the delaminated concrete overlay from the upper deck the parking structure. Rebar was drilled and pinned into the precast tees to help control excessive movement. New expansion joints were then installed. If you would like to learn more about this project, click the link here:
UVRMC West Parking
New expansion joints were installed to replace the existing, worn joints. Imperfections in the concrete surface were repaired using concrete mortar. If you would like to learn more about this project, click the link here:
Walker Center Parking Structure
The structure’s traffic coating was losing its non-slip finish on the lower-level ramps. If you would like to learn more about this project, click the link:
One Utah Parking Ramp
The ramp walls had issues with deteriorating concrete around the embedded guardrails. If you would like to learn more about this project, click the link here:
222 South Main Parking
Structure
Small Heading
CRS was selected to install a protective waterproof membrane on 149,000 sq. ft. of new concrete surface in the multi-level parking. If you would like to learn more about this project, click the link here:
Embassy Suites
The facility’s parking structure had issues with ponding water on the bottom, middle, and top levels. Additionally, many of structure’s precast tee corbels were severely water-damaged. If you would like to learn more about this project, click the link here:
Brodway Building
The existing surface coating on the concrete was showing signs of wear. Adhesion tests were performed to ensure the new coating would bond with the pre-existing surface coat. If you would like to learn more about this project, click the link here:
China Bridge Parking
This parking structure consists of multi-directional, post-tensioned slabs supported by concrete shear walls and columns. If you would like to learn more about this project, click the link here:
Inter Mountain
Medical Center
CRS installed a waterproofing membrane system on three levels of the four-level parking to provide a watertight surface, protecting the new concrete from water and salt penetration and helping to prevent corrosion of the post-tension cables. If you would like to learn more about this project, click the link here:
Why is maintenance important?
What happens when a restoration project fails?
Irving Schoolhouse
Parking Structure
CRS repaired delaminated concrete surfaces of the parking deck, supporting precast tees, and concrete beams, and removed and replaced the existing expansion joints. If you would like to learn more about this project, click the link:
First American
The entrance and exit ramp to the upper level of the parking structure had settled several inches, causing pedestrian, traffic, and water intrusion problems for the owners. If you would like to learn more about this project, click the link here:
Oakbrook Building Parking Terrace
The structure had problems with deteriorating concrete in the top-level parking areas, on the stairs, and on a column. If you would like to learn more about this project, click the link here:
Post Tension Cable Repairs
Post-tension cables are stressed at approximately 30,000, or about one inch of elongation per 10 feet. If you like to learn more about this project, click the link here:
Union Park Complex
The Union Park Complex restoration project was completed in multiple phases a three-year period, which included the replacement of expansion joints, repairs to post-tension cables, and the installation of a traffic-bearing membrane to approximately 150,000 sq. ft. of concrete surface at UP5 and UP6. If you would like to learn more about this project, click the link here: