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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201596.8GoodGoodVery GoodGood-34570
December 201396.9GoodGoodVery GoodGood-32770
January 201297.0GoodVery GoodVery GoodGood-31580
February 201097.1GoodVery GoodVery GoodGood-31190
March 200896.6GoodExcellentExcellentExcellent-36190
January 200696.3GoodExcellentExcellentExcellent-39360
February 200496.3GoodExcellentExcellentExcellent-39980
December 200155.2FairFairFairFairFO36630
November 199953.1FairFairFairSatisfactoryFO37350
April 199853.6FairFairFairSatisfactoryFO34420
October 199554.5FairFairFairSatisfactoryFO36700
November 199355.0FairFairFairSatisfactoryFO32690
March 199254.9FairFairFairSatisfactoryFO33420
March 199054.9FairFairFairSatisfactoryFO33420