U.S. 277 over DEEP RED CREEK

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

Map

Coordinates:
+34.22027, -98.45293
34°13'13" N, 98°27'11" W

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

Name:	U.S. 277 over DEEP RED CREEK
Structure number:	065830000000000
Old structure number:	1708 0319 X `(from 1992 edition)`
Location:	3.1 N JCT US 70
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	368.1 ft. `[112.2 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	600 `[as of 2016]`
Truck traffic:	15% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	47.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,701,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Poor	Poor	Fair	Fair	600	47.3
February 2016	Poor	Poor	Fair	Fair	600	42.9
January 2014	Poor	Poor	Fair	Fair	600	42.9
March 2012	Poor	Poor	Fair	Satisfactory	600	42.9
September 2010	Poor	Poor	Satisfactory	Satisfactory	580	80.9
December 2009	Poor	Poor	Satisfactory	Satisfactory	550	81.0
January 2008	Poor	Poor	Fair	Satisfactory	810	60.8
June 2006	Poor	Poor	Fair	Satisfactory	510	67.7
January 2006	Poor	Poor	Fair	Satisfactory	600	68.2
February 2004	Poor	Poor	Fair	Satisfactory	650	68.0
July 2002	Poor	Poor	Satisfactory	Satisfactory	690	79.3
March 2000	Poor	Poor	Satisfactory	Satisfactory	690	68.8
August 1996	Poor	Poor	Satisfactory	Good	580	68.2
November 1994	Poor	Serious	Satisfactory	Satisfactory	530	71.2
June 1992	Poor	Poor	Satisfactory	Satisfactory	500	73.4