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US 41 over CHATTAHOOCHEE RIVER

Map 

Coordinates:
+33.86753, -84.45377
33°52'03" N, 84°27'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 41 over CHATTAHOOCHEE RIVER
Structure number:000000012100150
Location:IN N FULTON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:515.1 ft. [157.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:10
Main spans material:Steel continuous [4]
Main spans 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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:17,730 [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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:46.5 tons [42.3 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:47.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,665,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201547.9Functionally obsoleteFairFairSatisfactory17730
July 201347.9Functionally obsoleteFairFairSatisfactory17730
July 201149.2Functionally obsoleteFairFairSatisfactory20170
July 200947.7Functionally obsoleteFairFairSatisfactory22660
July 200747.1Functionally obsoleteFairFairSatisfactory18860
July 200547.7Functionally obsoleteFairFairSatisfactory24850
July 200347.7Functionally obsoleteFairFairGood38700
July 200151.0Functionally obsoleteFairFairGood39600
September 199951.0Functionally obsoleteFairFairGood31800
October 199638.0Structurally deficientFairPoorGood30700
December 199438.0Structurally deficientFairPoorGood30700
June 199237.2Structurally deficientFairPoorGood29650
June 199037.2Structurally deficientFairPoorGood29650