NFA 5136 over BRANCH


+35.19500, -89.82639
35°11'42" N, 89°49'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NFA 5136 over BRANCH
Structure number:79051360001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.9 ft. [21.0 m]
Total length:206.0 ft. [62.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,700 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201599.2GoodGoodVery GoodGood-8700
April 201399.2GoodGoodVery GoodGood-8700
June 201199.2GoodGoodVery GoodGood-8700
August 200999.2GoodGoodVery GoodGood-8700
November 200799.2GoodGoodGoodGood-8700
October 200597.1GoodGoodGoodGood-9790
December 200397.2GoodGoodGoodGood-8550
November 200196.3FairGoodGoodSatisfactory-7210
April 200096.3GoodGoodGoodGood-7140
June 199896.7GoodGoodGoodGood-3550
May 199897.8GoodGoodVery GoodVery Good-2300
December 199597.7FairSatisfactorySatisfactoryGood-3750
October 199497.7FairSatisfactorySatisfactoryGood-3500