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FAP 9 RL over HOLSTON RIVER

Map 

Coordinates:
+36.01444, -83.83111
36°00'52" N, 83°49'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 9 RL over HOLSTON RIVER
Structure number:47SR0090007
Location:.3 M S OF SR168
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:138.1 ft. [42.1 m]
Total length:860.3 ft. [262.2 m]
Roadway width between curbs:99.7 ft. [30.4 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Owner:State Highway Agency [01]
Year built:2004
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:7
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:34,570 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.3 tons [66.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201596.8Not deficientGoodVery GoodGood34570
December 201396.9Not deficientGoodVery GoodGood32770
January 201297.0Not deficientVery GoodVery GoodGood31580
February 201097.1Not deficientVery GoodVery GoodGood31190
March 200896.6Not deficientExcellentExcellentExcellent36190
January 200696.3Not deficientExcellentExcellentExcellent39360
February 200496.3Not deficientExcellentExcellentExcellent39980
December 200155.2Functionally obsoleteFairFairFair36630
November 199953.1Functionally obsoleteFairFairSatisfactory37350
April 199853.6Functionally obsoleteFairFairSatisfactory34420
October 199554.5Functionally obsoleteFairFairSatisfactory36700
November 199355.0Functionally obsoleteFairFairSatisfactory32690
March 199254.9Functionally obsoleteFairFairSatisfactory33420
March 199054.9Functionally obsoleteFairFairSatisfactory33420