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1897947 -- NDW26E Repair Runway 6 Concrete/Asphalt Transition

Active

Federal

Contract Overview

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AI Contract Overview

This project involves critical repairs to the concrete and asphalt transitions on Runway 6, managed by Navfac Washington. The scope of work includes milling down areas with grade changes of two to three inches, laying new asphalt, sealing, and applying necessary markings. Additionally, two large spalls measuring approximately 6x3 feet and 9x10 feet must be cut out and repaired. These repairs require the installation of control joints and a specific number of dowels as determined by Navfac engineers to prevent future cracking and spalling. All work must strictly adhere to UFC 3-270-01, 3-270-02, 3-270-03, and 03-270-04 standards. This project is designated as high priority because the damage is located near the centerline of the only IFR capable runway. Failure to complete these repairs promptly could lead to full runway closures or restricted operations, including the necessity of a relocated threshold that would limit usage to daylight hours only.

General Info

Navfac Washington high priority concrete and asphalt repairs for Runway 6 transitions.

Agency

Department Of The Navy → Navfac Washington

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

W: PAX PDC, USA

Set-Aside

NONE

Documents

No documents available

Documents will appear here when they are available.

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Timeline

PostedJul 2

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Organization & Contact Information

AgencyDepartment Of The Navy → Navfac Washington

ContactsNo contacts available

OfficeN/A

Organization / AgencyDepartment Of The Navy → Navfac Washington

Office AddressN/A

ContactsNo contact information available

Full Description

THERE ARE MULTIPLE AREAS AT THE TRANSITION WHERE THERE IS APPROXIMATELY A 2-3” CHANGE IN GRADE. AREA NEEDS TO BE MILLED DOWN, NEW ASPHALT SHOULD BE LAID, SEALED AND APPROPRIATE MARKINGS SHOULD BE APPLIED. ALL REPAIRS SHALL BE IN ACCORDANCE WITH UFC 3-270-01 / UFC 3-270-02 TWO LARGE SPALLS HAVE FORMED AT THE RUNWAY 6 ASPHALT/CONCRETE TRANSITION. AREA IS APPROXIMATELY A 6’x3’ AND ANOTHER IS APPROXIMATELY 9’x10’. BOTH SPALLS SHOULD BE CUT OUT TO THE NEAREST FT IN LENGTH, WIDTH AND DEPTH. CONSULT WITH NAVFAC ENGINEERS ON THE AMOUNT OF DOWELLS THAT SHOULD BE PLACED TO ENSURE SPALLING WILL HOLD. CONTROL JOINTS SHOULD BE ADDED TO REDUCE FURTHER CRACKING/SPALLING. ALL REPAIRS SHALL BE IN ACCORDANCE WITH UFC 3-270-03 / UFC 03-270-04 IMPACT: The location is not far from centerline and could eventually close the runway or force us to operate at a relocated threshold which we can only do during the day, and the runway would be closed at night. With Runway 6 being our only IFR capable runway I cannot stress the importance of this getting fixed ASAP.