Construction Projects

Deicing Pad Runway 34L

Project starts: 4/25/2011
Completion date: 10/26/2012
Estimated budget: $21,504,862

Monthly Updates

1/12/11
This project will include design and construction of new aircraft deicing facilities at the runway ends. End of runway deicing facilities will include new portland cement concrete paving, glycol collection systems, airfiield lighting, glycol storage facilitties, fuel storage facilities, deicing operations control facilities and other support facilities for deicing personnel. The end of runway deicing facilities will be constructed in a multi-year program. The 90% design review meeting was held on January 10, 2011. Bid documents are anticipated to be available to the public on January 31, 2011.

2/08/11
This project will include design and construction of new aircraft deicing facilities at the runway ends. End of runway deicing facilities will include new portland cement concrete paving, glycol collection systems, airfiield lighting, glycol storage facilitties, fuel storage facilities, deicing operations control facilities and other support facilities for deicing personnel. The end of runway deicing facilities will be constructed in a multi-year program. Bid documents are currently available to the public. The bid opening will be held on March 2, 2011.

3/08/11
This project will include design and construction of new aircraft deicing facilities at the runway ends. End of runway deicing facilities will include new portland cement concrete paving, glycol collection systems, airfiield lighting, glycol storage facilitties, fuel storage facilities, deicing operations control facilities and other support facilities for deicing personnel. The end of runway deicing facilities will be constructed in a

4/12/11
This project has been awarded to Geneva Rock Products. A notice to proceed was issued on April 4, 2011. The Contractor is in the process of providing submittals to the Engineer for review and approval.

5/10/11
A construction notice to proceed was issued to the Contractor on April 25, 2011. Phase 1 of the project, installing a relocated duct bank through Taxiway A3, has started and is anticipated to be complete in 30 days. Phase 2A will begin at the completion of Phase 1, which will close Taxiways A and B south of A3.

9/15/11
Phase 2A of this project is underway with placement of subgrade material for the future deicing pads south of taxiway A3. The Contractor is also completing the construction of the new AOA access road through the existing detention pond.

10/13/11
The Contractor continues to place subgrade for the future deicing pads that replace the existing Taxiways A and B south of the Taxiway A3. Placement of lean mix on the west portion of the deicing pad has begun. Construction of the new AOA access road through the existing detention pond is near completion.

11/9/11
The Contractor continues with the placement of sub-grade and lean mix concrete on the 34L deicing pad. The paving for the access points near Gate 39 is now complete. Grade work along the east side of 4000 West continues for the realignment of the perimeter road.

2/9/12
The Contractor continues with the placement of the new perimeter post and panel sound wall and storm drain infrastructure. The electricians continue placing critical path duct bank and have started preparing for the temporary control booth. Gate 39 is functional as a manual gate for the airport until power is established later in the spring.

3/14/12
The Contractor has completed the placement of the new perimeter post and panel sound wall and work continues on the storm drain infrastructure. The electricians continue placing critcal path duct banks and have started work on the temporary control booth. Gate 39 is functional as a manual gate for the airport until power is established later in the spring.

4/11/12
The Contractor has completed the placement of the new perimeter post and panel sound wall and work continues on the storm drain infrastructure. The electricians continue placing critcal path duct banks and have started work on the temporary control booth. Gate 39 is functional as a manual gate for the airport until power is established later in the spring. The Contractor has resumed placement of subbase course and has started placing lean mix.

5/08/12
The Contractor has completed the placement of the new perimeter post and panel sound wall and work continues on the storm drain infrastructure. The electricians continue placing critcal path duct banks and have started work on the temporary control booth. Gate 39 is functional as a manual gate for the airport until power is established later in the spring. The Contractor has resumed placement of subbase course and has started placing lean mix and has started placement of portland cement concrete pavement.