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US 11 over VALLEY CK

Map 

Coordinates:
+33.50679, -86.83199
33°30'24" N, 86°49'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 11 over VALLEY CK
Structure number:000042
Location:US 11 * VALLEY CK
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.0 ft. [12.5 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:11,430 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,536,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201558.5Functionally obsolete---11430
April 201368.5Functionally obsolete---11430
April 201144.6Structurally deficient---15960
April 200944.6Structurally deficient---17740
April 200744.6Structurally deficient---18170
April 200544.6Structurally deficient---17360
May 200344.6Structurally deficient---30360
May 200144.6Structurally deficient---30360
May 199944.6Structurally deficient---20590
February 199744.3Structurally deficient---20590
February 199546.3Structurally deficient---18990
February 199346.3Structurally deficient---18470