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US 67-19- LM 2.96 over FRISCO CREEK

Map 

Coordinates:
+36.28381, -90.93731
36°17'02" N, 90°56'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 67-19- LM 2.96 over FRISCO CREEK
Structure number:000000000000504
Location:2.90 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:122.1 ft. [37.2 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: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: 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:Fair [5 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: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:66.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,023,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201566.2Not deficientGoodFairSatisfactory4300
May 201366.2Not deficientGoodFairSatisfactory4300
May 201166.9Not deficientGoodFairSatisfactory3700
June 200956.2Not deficientGoodFairSatisfactory3700
May 200754.7Not deficientGoodFairGood4800
June 200555.0Not deficientGoodFairGood4600
May 200354.3Not deficientGoodFairGood4800
March 200162.8Functionally obsoleteGoodSatisfactoryGood5200
March 199960.8Functionally obsoleteGoodSatisfactoryGood5200
January 199771.6Not deficientGoodSatisfactoryGood1650
March 199570.6Not deficientGoodSatisfactoryGood1650
March 199370.6Not deficientGoodSatisfactoryGood1650
May 199271.7Not deficientGoodSatisfactoryGood1650
June 199064.1Not deficientGoodSatisfactoryGood3450