US19,74,129 WBL over VALLEY RIVER


+35.14336, -83.97139
35°08'36" N, 83°58'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US19,74,129 WBL over VALLEY RIVER
Structure number:000000000390061
Old structure number:000000000390060 (from 1992 edition)
Location:.2 MI.S.JCT.SR1425
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:42.0 ft. [12.8 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1980
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,150 [as of 2012]
Truck traffic:14% 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:Better than present minimum criteria [7]
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:88.8 tons [80.7 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:97.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201697.6GoodGoodGoodGood-4150
June 201497.6GoodGoodGoodGood-4150
June 201297.6GoodGoodGoodGood-4650
June 201097.6GoodGoodGoodGood-3950
June 200897.5GoodGoodGoodGood-4900
June 200697.6GoodGoodGoodGood-3850
May 200497.6GoodGoodVery GoodVery Good-4050
June 200297.5GoodGoodVery GoodVery Good-5500
July 200097.5GoodGoodVery GoodVery Good-5500
July 199897.6GoodVery GoodVery GoodVery Good-4700
April 199197.7GoodGoodVery GoodVery Good-4650