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OLD SELMA RD over CATOMA CREEK

Map 

Coordinates:
+32.34363, -86.39170
32°20'37" N, 86°23'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD SELMA RD over CATOMA CREEK
Structure number:002957
Location:0.7 MI.W. HUNTER LOOP RD.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:70.9 ft. [21.6 m]
Total length:352.1 ft. [107.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1946
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:3
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: October 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,600 [as of 1992]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:30.4 tons [27.6 metric tons]
Sufficiency rating:72.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,456,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201672.4FairSatisfactorySatisfactorySatisfactoryFO2600
October 201472.4FairSatisfactorySatisfactorySatisfactoryFO2600
October 201372.4FairSatisfactorySatisfactorySatisfactoryFO2600
October 201272.4FairSatisfactorySatisfactorySatisfactoryFO2600
October 201172.4FairSatisfactorySatisfactorySatisfactoryFO2600
October 201072.4FairSatisfactorySatisfactorySatisfactoryFO2600
October 200972.4FairSatisfactorySatisfactorySatisfactoryFO2600
December 200752.5GoodGoodGoodGoodFO2600
December 200552.5GoodGoodGoodGoodFO2600
December 200324.1GoodGoodGoodGoodSD2600
November 200124.1GoodGoodGoodGoodSD2600
October 199919.3GoodGoodGoodGoodSD2600
January 199723.6GoodGoodGoodGoodSD2600
February 199523.6GoodGoodGoodGoodSD2600
July 199323.6GoodGoodGoodGoodSD2600
May 199223.6GoodGoodGoodGoodSD2600