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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201572.7Not deficientGoodGoodFair1500
May 201368.7Not deficientGoodGoodFair1500
June 201168.7Not deficientGoodGoodFair1500
August 200968.7Not deficientGoodGoodFair1500
November 200768.7Not deficientGoodGoodFair1500
November 200579.7Not deficientGoodGoodSatisfactory1500
November 200352.6Structurally deficientGoodGoodPoor1500
December 200152.6Structurally deficientGoodGoodPoor1500
April 200052.6Structurally deficientGoodGoodPoor1500
April 199852.6Structurally deficientGoodVery GoodPoor1500
June 199879.7Not deficientSatisfactorySatisfactorySatisfactory1500
February 199679.7Not deficientSatisfactorySatisfactorySatisfactory1500
September 199369.0Not deficientGoodGoodFair1500
December 199169.0Not deficientGoodGoodFair1500