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I-85 (SBL) over GROVE CREEK

Map

Coordinates:
+34.26224, -83.45122
34°15'44" N, 83°27'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-85 (SBL) over GROVE CREEK
Structure number:000000001100280
Location:5.9 MI S OF HOMER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:34.1 ft. [10.4 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,240 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:82.3
Estimated cost of work:$1,196,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201582.3FairFairFairSatisfactory-41240
October 201382.3FairFairFairSatisfactory-41240
October 201182.2FairFairFairSatisfactory-41840
October 200994.4FairSatisfactorySatisfactorySatisfactory-45650
October 200794.4FairSatisfactorySatisfactorySatisfactory-45650
October 200594.4FairSatisfactorySatisfactorySatisfactory-44960
October 200394.8FairSatisfactorySatisfactorySatisfactory-36300
October 200196.2FairSatisfactorySatisfactorySatisfactory-37400
December 199996.2FairSatisfactorySatisfactorySatisfactory-38600
October 199796.2FairSatisfactorySatisfactorySatisfactory-38600
September 199595.1FairSatisfactorySatisfactorySatisfactory-38600
September 199396.1FairSatisfactorySatisfactorySatisfactory-25450
November 199194.2FairSatisfactorySatisfactorySatisfactory-25450

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4281,36850100
Deck
Reinforced Concrete Decksq. ft.9,1629,06201000
Substructure
Reinforced Concrete Columneach3535000
Reinforced Concrete Abutmentlinear ft.9090000
Reinforced Concrete Pier Caplinear ft.225225000
Joints
Pourable Jointlinear ft.252252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.408408000