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Structures

SH 66 over Mitchell Gulch: Construction Photos

At about 7:30 PM, Friday, demolition began. The old bridge was rapidly ripped apart and moved out of the way.

At about 7:30 PM, Friday, demolition began. The old bridge was rapidly ripped apart and moved out of the way.

Existing timber pile piers are broken off, abutments and wingwalls are torn out.

Existing timber pile piers are broken off, abutments and wingwalls are torn out.

The first precast member, the west "hide wall" is delivered shortly after midnight.

The first precast member, the west 'hide wall' is delivered shortly after midnight.

The hidewall is welded to the previously driven piles.

The hidewall is welded to the previously driven piles.

The abutment cap is brought in to complete the abutment.

The abutment cap is brought in to complete the abutment.

After both abutments were placed, the backface was lined with geofabric and flowfilled.

After both abutments were placed, the backface was lined with geofabric and flowfilled.

Rip-rap was placed concurrently with the flowfill and partially burie.

Rip-rap was placed concurrently with the flowfill and partially buried

The first girder was placed mid-morning.

The first girder was placed mid-morning.

The outside girders were precast with the curb in place and the bridge rail was attached beforehand.

The outside girders were precast with the curb in place and the bridge rail was attached beforehand.

After the girders were post-tensioned together, grouted, and welded to the abutment, aggregate base course (ABC) was placed and compacted.

After the girders were post-tensioned together, grouted, and welded to the abutment, aggregate base course (ABC) was placed and compacted.

The bottom layer of hot bituminous pavement (HBP) was placed on the ABC, followed by geotextile with a heavy tack coat for waterproofing and abutment reinforcement.

The bottom layer of hot bituminous pavement (HBP) was placed on the ABC, followed by geotextile with a heavy tack coat for waterproofing and abutment reinforcement.

Another lift of HBP was placed before opening the road to traffic Sunday at 5PM.

Another lift of HBP was placed before opening the road to traffic Sunday at 5PM.

Traffic on road

More Information

Contact

Reggie Holt
Office of Bridges and Structures
202-366-4596
E-mail Reggie

 
 
Updated: 04/05/2011
 

FHWA
United States Department of Transportation - Federal Highway Administration