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SR1576 over SR5901 TAGGART CR CREE

Map

Coordinates:
+35.19409, -80.91833
35°11'39" N, 80°55'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1576 over SR5901 TAGGART CR CREE
Structure number:000000001190540
Location:0.35 MI. E. JCT. SR1551
Purpose:Carries highway overpass over highway and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:89.9 ft. [27.4 m]
Total length:345.2 ft. [105.2 m]
Roadway width between curbs:81.0 ft. [24.7 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1988
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,000 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodGoodGoodGood2200098.0
December 2015GoodGoodGoodGood2200099.0
December 2013GoodGoodGoodGood2200099.0
December 2011GoodGoodGoodGood1630099.0
January 2010GoodGoodGoodGood1800098.0
February 2008GoodGoodGoodGood1700098.0
March 2006GoodGoodVery GoodVery Good1180099.0
October 2003GoodGoodVery GoodVery Good1180099.0
February 2002GoodVery GoodVery GoodVery Good1180099.0
February 2000GoodVery GoodVery GoodVery Good1180099.0
November 1991GoodVery GoodVery GoodVery Good4800100.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,8082,4461,36200
Steel Protective Coatingsq. ft.46,42444,91701,5070
Deck
Reinforced Concrete Decksq. ft.28,92427,9248002000
Substructure
Reinforced Concrete Columneach1514010
Reinforced Concrete Abutmentlinear ft.2242061710
Reinforced Concrete Pile Cap/Footinglinear ft.2222000
Reinforced Concrete Pier Caplinear ft.4434093400
Concrete Protective Coatingsq. ft.1,3091,2690040
Joints
Compression Jointlinear ft.35393809387
Assembly with Sealeach88167020
Bearings
Elastomeric Bearingeach90355500
Steel Protective Coatingsq. ft.90350550
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6946237010