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US 67-19- LM 5.16 over RUNNING LAKE RELIEF

Map 

Coordinates:
+36.28789, -90.90459
36°17'16" N, 90°54'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 67-19- LM 5.16 over RUNNING LAKE RELIEF
Structure number:000000000000509
Location:5.10 MI NE JCT US 62
Purpose:Carries highway over relief for 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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:78.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201578.0Not deficientGoodGoodSatisfactory4300
May 201378.0Not deficientGoodGoodSatisfactory4300
May 201178.0Not deficientGoodGoodSatisfactory4300
June 200967.5Not deficientGoodGoodSatisfactory4300
May 200768.2Not deficientGoodGoodGood3600
June 200567.7Not deficientGoodGoodGood4100
June 200367.7Not deficientGoodGoodGood3800
March 200167.7Not deficientGoodGoodGood3800
March 199965.7Not deficientGoodGoodGood3800
January 199771.6Not deficientGoodGoodGood1650
March 199570.6Not deficientGoodGoodGood1650
March 199370.6Not deficientGoodGoodGood1650
May 199271.7Not deficientGoodGoodGood1650
June 199064.4Not deficientGoodGoodGood3175