Share:

US64 264 over SPENCER S CREEK

Map

Coordinates:
+35.87994, -75.77474
35°52'48" N, 75°46'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US64 264 over SPENCER S CREEK
Structure number:000000000550007
Location:0.8 MI.E. JCT.US264
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:30.8 ft. [9.4 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactoryGood390074.0
September 2016FairSatisfactorySatisfactoryGood390075.0
September 2014FairSatisfactorySatisfactoryGood390075.0
September 2012GoodGoodGoodGood430075.0
September 2010GoodVery GoodVery GoodVery Good440075.0
August 2008GoodVery GoodVery GoodVery Good440075.0
September 2006GoodVery GoodVery GoodVery Good380075.0
July 2004GoodVery GoodVery GoodVery Good400075.0
August 2002GoodVery GoodVery GoodVery Good470075.0
July 2000FairFairFairFair310046.5
June 1998FairFairFairFair250043.5
August 1991FairSatisfactoryFairFair240044.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,1782,177010
Deck
Prestressed Concrete Top Flangesq. ft.6,5346,534000
Wearing Surfacessq. ft.6,3736,08428900
Substructure
Reinforced Concrete Abutmentlinear ft.174172200
Prestressed Concrete Pileeach4444000
Reinforced Concrete Pier Caplinear ft.284284000
Joints
Pourable Jointlinear ft.264264000
Bearings
Elastomeric Bearingeach132132000
Bridge Rail
Other Material Bridge Raillinear ft.202020200