Share:

SR 376 over ALAPOHOOCHEE RIVER

Map

Coordinates:
+30.70380, -83.12140
30°42'14" N, 83°07'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 376 over ALAPOHOOCHEE RIVER
Structure number:000000010100240
Location:4 MI W OF STATENVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:420.0 ft. [128.0 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:28
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,250 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:62.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,462,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201562.1FairGoodGoodSatisfactoryFO1250
July 201362.1FairSatisfactorySatisfactorySatisfactoryFO1250
July 201162.1FairSatisfactorySatisfactoryGoodFO1110
July 200962.0FairSatisfactorySatisfactorySatisfactoryFO1410
July 200762.0FairSatisfactorySatisfactorySatisfactoryFO1390
July 200562.0FairSatisfactorySatisfactorySatisfactoryFO1460
July 200362.1FairSatisfactorySatisfactorySatisfactoryFO1100
September 200157.9FairFairFairSatisfactoryFO1700
August 199957.7FairFairFairSatisfactoryFO2300
August 199757.7FairFairFairSatisfactoryFO2300
September 199558.6FairFairFairSatisfactoryFO2300
October 199358.6FairFairFairSatisfactoryFO2300
November 199157.6FairFairFairSatisfactoryFO2300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Steel Pileeach9494000
Steel Protective Coatingsq. ft.3,3293,329000
Reinforced Concrete Pier Caplinear ft.702702000
Joints
Pourable Jointlinear ft.840840000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.840840000
Deck
Reinforced Concrete Slabsq. ft.10,50010,500000