E0400 over SAND CREEK


+36.43390, -99.49942
36°26'02" N, 99°29'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0400 over SAND CREEK
Structure number:176450000000000
Location:0.7 MI E OF WW AIR PORT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.3 ft. [7.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:125 [as of 2015]
Truck traffic:15% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:86.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201686.0Fair5 out of 10-125
May 201486.0Fair5 out of 10-125
May 201286.0Fair5 out of 10-125
June 201086.0Fair5 out of 10-125
June 200897.0Good7 out of 10-125
June 200697.0Good7 out of 10-125
March 200497.0Good7 out of 10-125
January 200297.0Good7 out of 10-125
December 199997.0Good7 out of 10-125
November 199797.0Good7 out of 10-100
October 199597.0Good7 out of 10-100
October 199397.0Good8 out of 10-100
October 1991100.0Good7 out of 10-100