US 67-19- LM 4.85 over MULE DITCH


+36.28539, -90.90946
36°17'07" N, 90°54'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 67-19- LM 4.85 over MULE DITCH
Structure number:000000000000501
Location:4.79 MI NE JCT US 62 & 67
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:30.8 ft. [9.4 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 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:3
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:4,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:76.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201576.0Not deficientGoodGoodGood4300
May 201378.0Not deficientGoodGoodGood4300
May 201178.0Not deficientGoodGoodGood4300
May 200967.5Not deficientGoodGoodGood4300
May 200768.2Not deficientGoodGoodGood3600
June 200567.7Not deficientGoodGoodGood4100
June 200367.7Not deficientGoodGoodGood3800
March 200167.7Not deficientGoodGoodSatisfactory3800
March 199965.7Not deficientGoodGoodSatisfactory3800
January 199771.6Not deficientGoodGoodSatisfactory1650
March 199570.6Not deficientGoodGoodSatisfactory1650
March 199370.6Not deficientGoodGoodSatisfactory1650
May 199271.7Not deficientGoodGoodSatisfactory1650
June 199067.6Not deficientGoodGoodSatisfactory2650