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US 82 over MULBERRY CREEK BRANCH

Map 

Coordinates:
+33.66224, -95.40494
33°39'44" N, 95°24'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 82 over MULBERRY CREEK BRANCH
Structure number:011390004509085
Location:6.0 MI E OF US 271
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:5.9 ft. [1.8 m]
Total length:26.9 ft. [8.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:2011
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 2011]
Truck traffic:24% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:67.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201567.5Not deficient---8500
January 201367.5Not deficient---8500
January 201168.0Not deficient---8200
March 200967.8Not deficient---8500
April 200748.5Not deficient---9200
July 200548.5Not deficient---9200
May 200348.0Not deficient---9400
April 200148.4Not deficient---9100
April 199948.1Not deficient---9300
April 199749.0Not deficient---8500
October 199666.2Not deficient---8500
February 199575.4Not deficient---7200
May 199375.7Not deficient---6800
April 199175.5Not deficient---7000