Share:

WEST TYVOLA ROAD over SR5901 & TAGGART CR CREE

Map

Coordinates:
+35.19392, -80.91847
35°11'38" N, 80°55'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST TYVOLA ROAD 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 (Urban) [16]
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:16.7 ft. [5.1 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 2015

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: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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.0GoodGoodGoodGood-22000
December 201399.0GoodGoodGoodGood-22000
December 201199.0GoodGoodGoodGood-16300
January 201098.0GoodGoodGoodGood-18000
February 200898.0GoodGoodGoodGood-17000
March 200699.0GoodGoodVery GoodVery Good-11800
October 200399.0GoodGoodVery GoodVery Good-11800
February 200299.0GoodVery GoodVery GoodVery Good-11800
February 200099.0GoodVery GoodVery GoodVery Good-11800
November 1991100.0GoodVery GoodVery GoodVery Good-4800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,8083,808000
Steel Protective Coatingsq. ft.46,42446,424000
Deck
Reinforced Concrete Decksq. ft.28,92428,71920500
Substructure
Reinforced Concrete Columneach1514010
Reinforced Concrete Abutmentlinear ft.224224000
Reinforced Concrete Pile Cap/Footinglinear ft.2222000
Reinforced Concrete Pier Caplinear ft.443443000
Concrete Protective Coatingsq. ft.1,3091,309000
Joints
Compression Jointlinear ft.35312122660
Assembly with Sealeach88246040
Bearings
Elastomeric Bearingeach9090000
Steel Protective Coatingsq. ft.9090000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6946266620