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NFA C596 over PITTS BRANCH

Map 

Coordinates:
+35.18306, -85.25000
35°10'59" N, 85°15'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA C596 over PITTS BRANCH
Structure number:330C5960001
Location:.2 MI WEST OF SR 153
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:48.2 ft. [14.7 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Posted for load [P]
Average daily traffic:120 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:52.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$169,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201652.2Functionally obsoleteFairFairFair120
February 201452.2Functionally obsoleteFairFairFair120
February 201252.2Functionally obsoleteFairFairFair120
February 201049.4Functionally obsoleteFairFairFair120
February 200849.4Functionally obsoleteFairFairFair120
February 200653.4Functionally obsoleteFairFairFair120
February 200453.4Functionally obsoleteFairFairFair120
January 200253.4Functionally obsoleteFairFairFair120
March 200053.4Functionally obsoleteFairFairFair120
March 199852.4Functionally obsoleteFairFairFair120
April 199649.3Functionally obsoleteFairFairFair600
January 199449.2Functionally obsoleteFairFairFair600
January 199249.2Functionally obsoleteFairFairFair600
January 199049.2Functionally obsoleteFairFairFair600