U.S. 169 over BIRD CREEK

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

Map

Coordinates:
+36.23927, -95.84801
36°14'21" N, 95°50'53" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	U.S. 169 over BIRD CREEK
Structure number:	152010000000000
Location:	7 MI N JCT I-44
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	180.1 ft. `[54.9 m]`
Total length:	388.1 ft. `[118.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Vertical clearance above deck:	16.1 ft. `[4.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	1979
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	28,150 `[as of 2013]`
Truck traffic:	8% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	43.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,591,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2013	Poor	Fair	Poor	Poor	28150	43.1
May 2011	Fair	Satisfactory	Fair	Fair	27400	48.8
June 2009	Fair	Fair	Fair	Satisfactory	27450	47.8
August 2007	Fair	Satisfactory	Satisfactory	Satisfactory	43650	52.8
November 2006	Fair	Satisfactory	Satisfactory	Satisfactory	42500	52.8
July 2005	Fair	Satisfactory	Satisfactory	Satisfactory	44000	63.0
January 2004	Fair	Satisfactory	Satisfactory	Satisfactory	51550	63.0
January 2003	Fair	Satisfactory	Satisfactory	Satisfactory	25490	63.0
September 2000	Good	Good	Good	Good	25490	63.0
August 2000	Good	Good	Good	Good	25490	63.0
September 1998	Fair	Good	Satisfactory	Good	25490	51.8
September 1996	Fair	Good	Satisfactory	Good	21040	51.8
December 1994	Fair	Good	Satisfactory	Satisfactory	16000	58.0
August 1992	Fair	Good	Satisfactory	Satisfactory	14500	58.0