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108TH AVE.42.70 over BLAZE FORK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+38.17382, -97.70490
38°10'26" N, 97°42'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:108TH AVE.42.70 over BLAZE FORK
Structure number:000780779705520
Location:2.0N 3.5E OF BUHLER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:29°
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:5
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:10 [as of 2006]
Truck traffic:30% 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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:51.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$455,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory1051.3
August 2016PoorSatisfactoryFairPoor1040.0
November 2014PoorSatisfactoryFairPoor1040.0
December 2012PoorSatisfactoryFairPoor1040.0
July 2010PoorFairFairPoor1039.0
April 2008FairFairFairFair1049.3
December 2005FairFairFairFair849.3
June 2003FairFairFairFair849.3
October 2001FairFairFairFair849.3
September 1999FairSatisfactoryGoodGood1657.5
July 1997FairSatisfactoryGoodGood757.5
September 1995FairSatisfactoryGoodGood1257.3
September 1993GoodVery GoodGoodGood1257.3
January 1991GoodVery GoodGoodGood1257.3
April 1990GoodVery GoodGoodGood1257.3