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CHURCH ST over BIG SPRINGS BRANCH

Map 

Coordinates:
+34.72881, -86.58767
34°43'44" N, 86°35'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHURCH ST over BIG SPRINGS BRANCH
Structure number:008105
Old structure number:0000014945M0010 (from 1992 edition)
Location:SPRAGINS * CHURCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.1 ft. [4.0 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$715,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201595.2Not deficient---9000
January 201358.1Functionally obsolete---9000
January 201156.7Functionally obsolete---17300
January 200956.7Functionally obsolete---17300
January 200756.7Functionally obsolete---17300
January 200556.7Functionally obsolete---17300
January 200356.7Functionally obsolete---17300
January 200156.7Functionally obsolete---17300
February 199956.7Structurally deficient---17300
February 199756.4Structurally deficient---17200
March 199557.0Structurally deficient---17100
March 199357.0Structurally deficient---17000
March 199155.8Structurally deficient---16900