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HSV-BRFERRY RD over LIMESTONE CR

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 RD over LIMESTONE CR
Structure number:003230
Old structure number:0000002442025X0 (from 1992 edition)
Location:SEC33 T3S R3W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
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: October 2015 

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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:9.0 tons [8.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:15.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,152,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201515.8Structurally deficientSatisfactorySatisfactoryFair3200
October 201415.3Structurally deficientSatisfactorySatisfactoryFair3200
October 201315.3Structurally deficientSatisfactorySatisfactoryFair3200
October 201216.5Structurally deficientSatisfactorySatisfactoryFair2897
October 201116.5Structurally deficientSatisfactorySatisfactoryFair2897
October 201016.5Structurally deficientSatisfactorySatisfactoryFair2897
October 200916.5Structurally deficientSatisfactorySatisfactoryFair2900
May 200848.4Functionally obsoleteSatisfactorySatisfactoryFair2900
May 200668.7Functionally obsoleteGoodGoodGood2600
June 200568.7Functionally obsoleteGoodGoodGood2600
July 200468.7Functionally obsoleteGoodGoodGood2600
August 200268.5Functionally obsoleteGoodGoodGood2600
September 200068.5Functionally obsoleteGoodGoodGood2600
January 199968.5Functionally obsoleteGoodGoodGood2600
January 199768.2Functionally obsoleteGoodGoodGood2600
January 199568.1Functionally obsoleteGoodGoodGood2600
February 199352.0Functionally obsoleteGoodGoodGood2600
February 199159.6Functionally obsoleteGoodGoodGood2600