US 67-19- LM 2.96 over FRISCO CREEK


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


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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201566.2FairGoodFairSatisfactory-4300
May 201366.2FairGoodFairSatisfactory-4300
May 201166.9FairGoodFairSatisfactory-3700
June 200956.2FairGoodFairSatisfactory-3700
May 200754.7FairGoodFairGood-4800
June 200555.0FairGoodFairGood-4600
May 200354.3FairGoodFairGood-4800
March 200162.8FairGoodSatisfactoryGoodFO5200
March 199960.8FairGoodSatisfactoryGoodFO5200
January 199771.6FairGoodSatisfactoryGood-1650
March 199570.6FairGoodSatisfactoryGood-1650
March 199370.6FairGoodSatisfactoryGood-1650
May 199271.7FairGoodSatisfactoryGood-1650
June 199064.1FairGoodSatisfactoryGood-3450