NFA G907 over BRANCH


+35.05111, -90.02583
35°03'04" N, 90°01'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NFA G907 over BRANCH
Structure number:790A8770001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:17.1 ft. [5.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:72.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$524,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201572.7FairGoodGoodFair-1500
May 201368.7FairGoodGoodFair-1500
June 201168.7FairGoodGoodFair-1500
August 200968.7FairGoodGoodFair-1500
November 200768.7FairGoodGoodFair-1500
November 200579.7FairGoodGoodSatisfactory-1500
November 200352.6PoorGoodGoodPoorSD1500
December 200152.6PoorGoodGoodPoorSD1500
April 200052.6PoorGoodGoodPoorSD1500
June 199879.7FairSatisfactorySatisfactorySatisfactory-1500
April 199852.6PoorGoodVery GoodPoorSD1500
February 199679.7FairSatisfactorySatisfactorySatisfactory-1500
September 199369.0FairGoodGoodFair-1500
December 199169.0FairGoodGoodFair-1500