US 67-19- LM 5.63 over BEAVER DITCH


+36.29107, -90.89719
36°17'28" N, 90°53'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 67-19- LM 5.63 over BEAVER DITCH
Structure number:000000000000500
Location:5.57 MI NE JCT US 62 & 67
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:4,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:62.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201662.9Not deficientSatisfactorySatisfactorySatisfactory4300
January 201462.9Not deficientSatisfactoryGoodSatisfactory4300
February 201262.9Not deficientSatisfactoryGoodSatisfactory4300
February 201065.5Not deficientGoodGoodSatisfactory4300
February 200866.2Not deficientGoodGoodSatisfactory3600
January 200668.7Not deficientGoodGoodSatisfactory4100
March 200468.7Not deficientGoodGoodGood4100
March 200268.7Not deficientGoodGoodGood3800
March 200068.7Not deficientGoodGoodGood3800
February 199866.7Not deficientGoodGoodGood3800
March 199672.6Not deficientGoodGoodGood1650
March 199475.8Not deficientGoodGoodGood1650
April 199275.8Not deficientGoodGoodGood1650
January 199058.0Not deficientGoodFairGood3175