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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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201652.2FairFairFairFairFO120
February 201452.2FairFairFairFairFO120
February 201252.2FairFairFairFairFO120
February 201049.4FairFairFairFairFO120
February 200849.4FairFairFairFairFO120
February 200653.4FairFairFairFairFO120
February 200453.4FairFairFairFairFO120
January 200253.4FairFairFairFairFO120
March 200053.4FairFairFairFairFO120
March 199852.4FairFairFairFairFO120
April 199649.3FairFairFairFairFO600
January 199449.2FairFairFairFairFO600
January 199249.2FairFairFairFairFO600
January 199049.2FairFairFairFairFO600