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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Satisfactory	Satisfactory	10	51.3
August 2016	Poor	Satisfactory	Fair	Poor	10	40.0
November 2014	Poor	Satisfactory	Fair	Poor	10	40.0
December 2012	Poor	Satisfactory	Fair	Poor	10	40.0
July 2010	Poor	Fair	Fair	Poor	10	39.0
April 2008	Fair	Fair	Fair	Fair	10	49.3
December 2005	Fair	Fair	Fair	Fair	8	49.3
June 2003	Fair	Fair	Fair	Fair	8	49.3
October 2001	Fair	Fair	Fair	Fair	8	49.3
September 1999	Fair	Satisfactory	Good	Good	16	57.5
July 1997	Fair	Satisfactory	Good	Good	7	57.5
September 1995	Fair	Satisfactory	Good	Good	12	57.3
September 1993	Good	Very Good	Good	Good	12	57.3
January 1991	Good	Very Good	Good	Good	12	57.3
April 1990	Good	Very Good	Good	Good	12	57.3