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SQUAW CREEK RD over PRYOR CREEK 004

Map

Coordinates:
+45.87066, -108.29864
45°52'14" N, 108°17'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SQUAW CREEK RD over PRYOR CREEK 004
Structure number:L56005000+01001
Location:2M SE HUNTLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:94.2 ft. [28.7 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:93.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201593.9FairSatisfactorySatisfactorySatisfactory-100
May 201393.9FairSatisfactorySatisfactorySatisfactory-100
May 201193.9FairSatisfactorySatisfactorySatisfactory-100
May 200992.9FairGoodGoodSatisfactory-100
November 200892.9FairSatisfactorySatisfactorySatisfactory-100
November 200692.9FairSatisfactorySatisfactorySatisfactory-100
December 200492.9FairGoodSatisfactorySatisfactory-100
February 200492.9FairGoodSatisfactorySatisfactory-100
February 200292.9GoodGoodGoodGood-100
February 200081.8GoodGoodGoodGood-100
March 199881.8GoodGoodGoodGood-100
March 199678.8GoodGoodGoodVery Good-100
January 199478.8GoodGoodGoodVery Good-31
February 199282.5GoodGoodGoodVery Good-31
May 199082.5GoodGoodGoodVery Good-31