NFA E945 over BRANCH


+35.08250, -90.06806
35°04'57" N, 90°04'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA E945 over BRANCH
Structure number:790E9450001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:21.0 ft. [6.4 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:640 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:46.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$209,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201546.8PoorPoorPoorSatisfactorySD640
May 201352.8PoorPoorPoorSatisfactorySD640
June 201152.8PoorPoorPoorSatisfactorySD640
August 200952.8PoorPoorPoorSatisfactorySD640
November 200773.1FairFairFairSatisfactory-640
November 200573.1FairFairFairSatisfactory-640
November 200373.1FairFairFairSatisfactory-640
December 200175.7FairFairFairSatisfactory-400
April 200075.7FairFairFairSatisfactory-400
June 199888.3FairSatisfactorySatisfactorySatisfactory-400
April 199847.1PoorFairSeriousSatisfactory-400
January 199688.3FairSatisfactorySatisfactorySatisfactory-400
October 199489.0FairSatisfactorySatisfactorySatisfactory-400