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RS 1475 370 over TRIB. TO BIG CREEK

Map

Coordinates:
+39.06032, -100.26931
39°03'37" N, 100°16'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 1475 370 over TRIB. TO BIG CREEK
Structure number:000000000320370
Location:0.6S 1.9W OF QUINTER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1957
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:260 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:70.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairSatisfactoryGood26070.7
May 2016FairFairSatisfactoryGood26070.7
April 2014FairFairSatisfactoryGood21275.2
May 2012FairFairSatisfactoryGood21275.2
February 2010FairFairSatisfactoryGood21275.2
February 2008FairSatisfactorySatisfactoryGood27971.7
January 2006FairSatisfactorySatisfactoryGood26371.7
February 2004FairSatisfactoryGoodGood26374.2
January 2002FairSatisfactoryGoodGood24578.7
December 1997FairSatisfactoryGoodGood16178.8
February 1996FairSatisfactoryVery GoodGood16178.4
February 1994FairSatisfactoryVery GoodGood16175.4
March 1992GoodGoodVery GoodVery Good16158.2
March 1990GoodGoodGoodGood16158.2