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NFA J125 over BRANCH

Map 

Coordinates:
+35.16083, -90.04778
35°09'39" N, 90°02'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA J125 over BRANCH
Structure number:790G0020001
Location:N FRONT ST - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1915
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:2,260 [as of 2016]
Truck traffic:2% of total traffic
Structural 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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201580.4Not deficient---2260
May 201361.1Structurally deficient---2260
June 201161.1Structurally deficient---2260
August 200961.1Structurally deficient---2260
November 200777.4Not deficient---2260
November 200577.7Not deficient---1600
November 200388.8Not deficient---1600
December 200188.3Not deficient---3000
April 200088.3Not deficient---3000
June 199888.3Not deficient---3000
February 199688.3Not deficient---3000
September 199377.1Not deficient---3000
December 199177.1Not deficient---3000