SR1104 over BUCKLE CREEK

Map

Coordinates:
+34.40308, -78.19772
34°24'11" N, 78°11'52" W

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

Name:	SR1104 over BUCKLE CREEK
Structure number:	000000001410215
Old structure number:	000000000141215 `(from 1992 edition)`
Location:	0.8 MI W JCT SR1107
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	74.2 ft. `[22.6 m]`
Total length:	102.0 ft. `[31.1 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2014
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	240 `[as of 2013]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	98.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Very Good	Very Good	Very Good	240	98.8
March 2015	Good	Very Good	Very Good	Very Good	240	98.8
November 2012	Fair	Fair	Fair	Fair	320	66.0
November 2010	Fair	Satisfactory	Fair	Fair	410	64.2
December 2008	Fair	Satisfactory	Fair	Fair	430	56.4
January 2007	Fair	Satisfactory	Satisfactory	Satisfactory	380	66.0
October 2004	Fair	Satisfactory	Satisfactory	Satisfactory	380	66.0
October 2002	Fair	Satisfactory	Satisfactory	Satisfactory	230	70.7
November 2000	Fair	Satisfactory	Satisfactory	Satisfactory	320	66.0
June 1999	Fair	Good	Satisfactory	Fair	240	60.6
August 1997	Fair	Good	Satisfactory	Fair	220	60.6
July 1995	Fair	Fair	Satisfactory	Fair	230	59.4
June 1993	Fair	Good	Fair	Fair	200	60.4
May 1991	Fair	Good	Fair	Fair	200	60.4