FAP 1 over HURRICANE CREEK

Map

Coordinates:
+36.09700, -87.58557
36°05'49" N, 87°35'08" W

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

Name:	FAP 1 over HURRICANE CREEK
Structure number:	43SR0010023
Location:	1.9 MI. E. OF MCEWEN
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	256.9 ft. `[78.3 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1925
Year reconstructed:	1995
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	9
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	7,050 `[as of 2017]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	64.0
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$917,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Fair	Fair	7050	64.0
January 2016	Fair	Satisfactory	Fair	Fair	7040	64.0
March 2014	Fair	Satisfactory	Fair	Fair	6970	64.0
April 2012	Fair	Satisfactory	Fair	Fair	7140	63.0
June 2010	Fair	Satisfactory	Fair	Fair	6990	63.0
June 2008	Fair	Satisfactory	Satisfactory	Satisfactory	6770	76.0
July 2006	Fair	Satisfactory	Fair	Satisfactory	7430	65.0
August 2004	Fair	Satisfactory	Fair	Satisfactory	7460	65.0
August 2002	Fair	Satisfactory	Satisfactory	Satisfactory	7480	82.3
January 2001	Fair	Satisfactory	Satisfactory	Satisfactory	8240	82.3
May 1999	Fair	Satisfactory	Satisfactory	Satisfactory	7480	82.3
April 1997	Good	Very Good	Very Good	Very Good	7210	82.3
June 1995	Fair	Satisfactory	Satisfactory	Satisfactory	6740	82.3
March 1993	Poor	Satisfactory	Poor	Satisfactory	6050	35.9
August 1991	Poor	Satisfactory	Poor	Satisfactory	5540	34.9