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FAP 9 RL over HOLSTON RIVER

Map

Coordinates:
+36.01444, -83.83111
36°00'52" N, 83°49'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.10,33210,332000
Deck
Reinforced Concrete Decksq. ft.89,54489,5242000
Substructure
Reinforced Concrete Columneach1211100
Reinforced Concrete Abutmentlinear ft.2081604800
Reinforced Concrete Pier Caplinear ft.624624000
Joints
Strip Seal Jointlinear ft.2041380660
Bearings
Elastomeric Bearingeach168168000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,5832,32525800