S.H. 43 over CREEK

Map

Coordinates:
+34.53498, -96.11947
34°32'06" N, 96°07'10" W

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

Name:	S.H. 43 over CREEK
Structure number:	006110000000000
Old structure number:	1514 0560 X `(from 1992 edition)`
Location:	5.6 MI E US75
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	9.8 ft. `[3.0 m]`
Total length:	24.0 ft. `[7.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1918
Year reconstructed:	1941
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,100 `[as of 2016]`
Truck traffic:	15% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,120,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Good	Satisfactory	1100	90.2
October 2016	Fair	Satisfactory	Good	Satisfactory	1100	90.2
September 2014	Fair	Satisfactory	Good	Satisfactory	1100	90.2
September 2012	Fair	Satisfactory	Good	Satisfactory	1100	90.2
September 2010	Fair	Satisfactory	Good	Satisfactory	1100	90.2
September 2008	Fair	Satisfactory	Good	Satisfactory	1100	90.2
May 2006	Fair	Satisfactory	Good	Satisfactory	740	95.7
March 2004	Fair	Satisfactory	Good	Satisfactory	520	73.9
May 2002	Fair	Satisfactory	Good	Fair	670	58.1
April 2000	Fair	Satisfactory	Good	Satisfactory	460	70.0
March 1996	Fair	Fair	Satisfactory	Satisfactory	550	80.4
December 1993	Fair	Fair	Fair	Fair	550	70.2
November 1991	Fair	Fair	Fair	Fair	550	71.2