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US 82 COR Z WBL / over SATILLA RIVER OVERFLOW

Map

Coordinates:
+31.22071, -81.86189
31°13'15" N, 81°51'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 COR Z WBL / over SATILLA RIVER OVERFLOW
Structure number:000000002500270
Location:15 MI E OF HOBOKEN
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1964
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:9
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: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,120 [as of 2012]
Truck traffic:15% 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:Basically intolerable requiring high priority of corrrective action [3]
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:52.5 tons [47.7 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:72.4
Estimated cost of work:$2,110,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201572.4GoodGoodGoodGoodFO7120
September 201372.4GoodGoodGoodGoodFO7120
October 201173.4GoodGoodGoodGoodFO8220
October 200973.4GoodGoodGoodGoodFO7420
September 200773.4GoodGoodGoodGoodFO7420
August 200573.4GoodGoodGoodGoodFO7390
September 200373.4GoodGoodGoodGoodFO7600
December 200176.5GoodGoodGoodGoodFO8300
November 199976.7GoodGoodGoodGoodFO5500
June 199776.7GoodGoodGoodVery GoodFO5500
April 199576.5GoodGoodGoodVery GoodFO5500
April 199378.5GoodGoodGoodVery GoodFO5440
April 199178.5GoodGoodGoodVery GoodFO5440

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4401,440000
Deck
Reinforced Concrete Top Flangesq. ft.12,31211,0621,25000
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Prestressed Concrete Pileeach3228400
Reinforced Concrete Pier Caplinear ft.240240000
Joints
Pourable Jointlinear ft.280280000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.720720000