CH 8/FAS 782 over OWL CREEK


+38.93214, -89.26969
38°55'56" N, 89°16'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CH 8/FAS 782 over OWL CREEK
Structure number:003303000000000
Old structure number:000003303000992 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.8 ft. [9.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:950 [as of 2015]
Truck traffic:13% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:63.1

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201663.1Poor4 out of 10SD950
June 201462.8Poor4 out of 10SD1150
January 201262.8Poor4 out of 10SD1150
December 201080.3Fair5 out of 10-1150
March 200980.2Fair5 out of 10-1250
March 200780.2Fair5 out of 10-1250
April 200480.5Fair5 out of 10-900
March 200180.5Fair5 out of 10-900
January 199980.5Fair5 out of 10-950
February 199781.5Fair5 out of 10-950
March 199581.5Fair5 out of 10-950
March 199381.5Fair5 out of 10-950
March 199181.5Fair5 out of 10-950