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HSV-BRFERRY ROAD over LIMESTONE CR RELIEF

Map 

Coordinates:
+34.72947, -86.84384
34°43'46" N, 86°50'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HSV-BRFERRY ROAD over LIMESTONE CR RELIEF
Structure number:002935
Location:SEC33 T3S R3W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.9 ft. [7.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1934
Year reconstructed:1946
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
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 2014 

Status:Posted for load [P]
Average daily traffic:3,200 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:12.0 tons [10.9 metric tons]
Inventory rating:8.9 tons [8.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:15.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$563,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201415.3Structurally deficientSatisfactorySatisfactoryFair3200
June 201315.3Structurally deficientSatisfactorySatisfactoryFair3200
June 201216.5Structurally deficientSatisfactorySatisfactoryFair2897
June 201116.5Structurally deficientSatisfactorySatisfactoryFair2897
June 201016.5Structurally deficientSatisfactorySatisfactoryFair2897
May 200816.5Structurally deficientSatisfactoryGoodFair2900
May 200640.3Functionally obsoleteGoodGoodFair2600
June 200540.3Functionally obsoleteGoodGoodFair2600
July 200440.3Functionally obsoleteGoodGoodFair2600
August 20027.0Structurally deficientGoodGoodFair2600
September 20007.0Structurally deficientGoodGoodFair2600
January 19997.0Structurally deficientGoodGoodPoor2600
January 19977.0Structurally deficientGoodGoodPoor2600
January 19957.0Structurally deficientGoodGoodPoor2600
February 19937.0Structurally deficientGoodGoodPoor2600