FAP 33 over BLACKWATER CREEK

Map

Coordinates:
+36.56488, -83.07337
36°33'54" N, 83°04'24" W

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

Name:	FAP 33 over BLACKWATER CREEK
Structure number:	34SR0330013
Location:	1.75 MI.W.OF KYLES FORD
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	55.4 ft. `[16.9 m]`
Total length:	157.2 ft. `[47.9 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1938
Year reconstructed:	1999
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	710 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	97.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Very Good	Good	710	97.4
July 2016	Good	Good	Very Good	Good	590	97.8
July 2014	Good	Good	Very Good	Good	750	97.3
July 2012	Good	Very Good	Very Good	Very Good	630	97.7
July 2010	Good	Very Good	Very Good	Excellent	660	97.6
August 2008	Good	Very Good	Very Good	Excellent	660	97.6
July 2006	Good	Very Good	Very Good	Excellent	710	97.4
July 2004	Good	Excellent	Excellent	Excellent	770	97.2
May 2002	Good	Excellent	Excellent	Excellent	830	97.0
May 2000	Good	Excellent	Excellent	Excellent	840	97.0
August 1998	Poor	Poor	Poor	Fair	790	45.4
May 1996	Poor	Poor	Poor	Fair	850	45.0
August 1994	Fair	Fair	Satisfactory	Satisfactory	840	73.8
June 1993	Fair	Fair	Satisfactory	Satisfactory	760	74.1
May 1992	Fair	Fair	Satisfactory	Satisfactory	880	73.6
September 1990	Fair	Fair	Satisfactory	Satisfactory	880	73.6