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EASTMAN DUBLIN HWY over GUM SWAMP CREEK

Map

Coordinates:
+32.25419, -83.14038
32°15'15" N, 83°08'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EASTMAN DUBLIN HWY over GUM SWAMP CREEK
Structure number:000000009100400
Location:4.5 MI NE OF EASTMAN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:80.1 ft. [24.4 m]
Total length:319.9 ft. [97.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
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:2,650 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:99.5
Estimated cost of work:$1,875,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201599.5GoodVery GoodGoodGood-2650
December 201399.5GoodVery GoodGoodGood-2650
December 201199.5GoodVery GoodGoodGood-2950
December 200999.5GoodVery GoodGoodGood-2770
December 200799.5GoodVery GoodGoodGood-2770
November 200599.4GoodVery GoodGoodGood-2970
December 200399.2GoodVery GoodGoodGood-2800
January 200299.2GoodVery GoodGoodGood-3000
December 199999.2GoodVery GoodGoodGood-2690
February 199899.2GoodVery GoodVery GoodVery Good-2690
September 199599.1GoodVery GoodVery GoodVery Good-2690
October 199399.1GoodVery GoodVery GoodVery Good-2690
March 199399.1GoodVery GoodVery GoodVery Good-2690

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.480480000
Reinforced Concrete Girder/Beamlinear ft.1,4401,440000
Deck
Reinforced Concrete Decksq. ft.3,7843,784000
Reinforced Concrete Top Flangesq. ft.11,35211,352000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.4848000
Steel Pileeach2402400
Steel Protective Coatingsq. ft.1,299001,2990
Reinforced Concrete Pier Caplinear ft.266258800
Joints
Pourable Jointlinear ft.1324444044
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.520514600