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EASTMAN-SOPERTON over GUM SWAMP CREEK

Map

Coordinates:
+32.20460, -83.13834
32°12'17" N, 83°08'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EASTMAN-SOPERTON over GUM SWAMP CREEK
Structure number:000000009100380
Location:2.4 MI E OF EASTMAN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:304.1 ft. [92.7 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:1992
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:8
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: December 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,150 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Good [7 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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:97.4
Estimated cost of work:$1,782,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201597.4GoodGoodGoodGood-4150
December 201397.4GoodGoodGoodGood-4150
December 201197.2GoodGoodGoodGood-4520
December 200997.3GoodGoodGoodGood-4320
December 200797.3GoodGoodGoodGood-4320
December 200597.7GoodGoodGoodGood-3530
January 200497.7GoodGoodGoodGood-3600
January 200297.7GoodVery GoodVery GoodGood-3500
December 199997.9GoodVery GoodVery GoodGood-3200
February 199898.1GoodVery GoodVery GoodGood-2800
September 199598.2GoodVery GoodVery GoodVery Good-2500
October 199398.2GoodVery GoodVery GoodVery Good-2460
March 199398.2GoodVery GoodVery GoodVery Good-2460

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,8241,824000
Deck
Reinforced Concrete Top Flangesq. ft.14,20014,199100
Substructure
Reinforced Concrete Abutmentlinear ft.4848000
Prestressed Concrete Pileeach4864200
Reinforced Concrete Pier Caplinear ft.308308000
Joints
Pourable Jointlinear ft.8800088
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.608608000