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FAU 158 over THIRD CREEK

Map

Coordinates:
+35.94306, -83.93583
35°56'35" N, 83°56'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 158 over THIRD CREEK
Structure number:47SR1580001
Location:1.6 M NE OF SR33
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.2 ft. [8.9 m]
Total length:171.6 ft. [52.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1973
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,390 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201687.6FairSatisfactorySatisfactorySatisfactory-15390
February 201487.1FairSatisfactorySatisfactorySatisfactory-16210
February 201288.0FairSatisfactorySatisfactorySatisfactory-14700
March 201086.6FairSatisfactorySatisfactorySatisfactory-17130
April 200886.2FairSatisfactorySatisfactorySatisfactory-17730
March 200688.3FairSatisfactorySatisfactorySatisfactory-19290
March 200489.5FairSatisfactorySatisfactorySatisfactory-17320
December 200186.9FairSatisfactorySatisfactorySatisfactory-21470
February 200078.3FairSatisfactorySatisfactorySatisfactory-21260
March 199877.5FairSatisfactorySatisfactorySatisfactory-30660
November 199577.5FairSatisfactorySatisfactorySatisfactory-23290
November 199379.0FairSatisfactorySatisfactorySatisfactory-20570
February 199277.5FairSatisfactorySatisfactorySatisfactory-24120
February 199077.5FairSatisfactorySatisfactorySatisfactory-24120

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7171,60711000
Deck
Reinforced Concrete Decksq. ft.11,84711,663172120
Wearing Surfacessq. ft.10,9899,3411,0995490
Substructure
Reinforced Concrete Columneach2019010
Reinforced Concrete Abutmentlinear ft.138130080
Reinforced Concrete Pier Caplinear ft.34531515150
Bearings
Elastomeric Bearingeach120120000