Share:

SHUTTLESWORTH DR over VILLAGE CREEK

Map

Coordinates:
+33.54508, -86.80932
33°32'42" N, 86°48'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHUTTLESWORTH DR over VILLAGE CREEK
Structure number:000297
Location:SHUTTLESWORTH * VILLAGE C
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:27.9 ft. [8.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1925
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2016]
Truck traffic:25% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:78.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$529,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201678.1Fair5 out of 10-8000
October 201478.1Fair5 out of 10-8000
November 201288.4Fair6 out of 10-8000
November 201060.3Fair6 out of 10FO8000
November 200860.3Fair6 out of 10FO8000
April 200660.3Fair6 out of 10FO8000
October 200460.3Fair6 out of 10FO8000
July 200260.4Fair6 out of 10FO7800
September 200060.4Fair6 out of 10FO7800
September 199860.4Fair6 out of 10SD7800
December 199660.1Fair6 out of 10SD7800
November 199460.3Fair6 out of 10SD7800
November 199260.3Fair6 out of 10SD7800