+35.96583, -83.92556
35°57'57" N, 83°55'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 1 RP 5G over SR1 RP-G/3 RTS/CREEK/RR
Structure number:47I00400157
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:156.8 ft. [47.8 m]
Total length:1588.7 ft. [484.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
Main spans material:Steel continuous [4]
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:29,530 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201493.1Functionally obsoleteGoodVery GoodVery Good29530
November 201291.8Functionally obsoleteGoodVery GoodVery Good42880
December 201092.2Functionally obsoleteGoodVery GoodVery Good38640
January 200991.8Functionally obsoleteGoodVery GoodVery Good43220
December 200691.6Functionally obsoleteGoodVery GoodVery Good44570
December 200493.0Not deficientGoodVery GoodVery Good51880
October 200293.5Not deficientGoodVery GoodVery Good47140
November 200092.0Not deficientVery GoodVery GoodVery Good41190
October 19980.0Not applicable---98350
December 199694.4Not deficientVery GoodVery GoodVery Good16200