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NARROW LANE RD over STREAM

Map 

Coordinates:
+32.31151, -86.28177
32°18'41" N, 86°16'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NARROW LANE RD over STREAM
Structure number:003250
Old structure number:0000003951M0170 (from 1992 edition)
Location:0.2 MI.N.OF SEIBEL RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:27.9 ft. [8.5 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 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: April 2014 

Status:Posted for load [P]
Average daily traffic:900 [as of 1992]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 conditions; field review indicates action is required. [4]
Operating rating:34.9 tons [31.7 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
Sufficiency rating:52.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,559,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201452.2Not deficientSatisfactorySatisfactoryFair900
April 201352.2Not deficientSatisfactorySatisfactoryFair900
April 201252.2Not deficientSatisfactorySatisfactoryFair900
April 201152.2Not deficientSatisfactorySatisfactoryFair900
April 201052.2Not deficientSatisfactorySatisfactoryFair900
April 200833.7Structurally deficientSatisfactorySatisfactoryFair900
April 200659.4Not deficientSatisfactorySatisfactoryFair900
April 200470.6Not deficientGoodGoodSatisfactory900
April 200270.6Not deficientGoodGoodGood900
August 200070.6Not deficientGoodGoodGood900
October 199870.6Not deficientGoodGoodGood900
September 199670.2Not deficientGoodGoodGood900
April 199470.3Not deficientGoodGoodGood900
January 199369.3Not deficientGoodGoodGood900
August 199079.5Not deficientGoodGoodGood900