SR1520 over TERRELL CREEK

Map

Coordinates:
+35.82540, -79.23502
35°49'31" N, 79°14'06" W

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

Name:	SR1520 over TERRELL CREEK
Structure number:	000000000370092
Old structure number:	000000000037092 `(from 1992 edition)`
Location:	0.7 MI. N. JCT. SR1545
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	134.8 ft. `[41.1 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1993
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:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	510 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 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:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	89.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Good	Good	Satisfactory	510	89.0
August 2015	Good	Good	Good	Good	510	89.0
August 2013	Fair	Good	Good	Satisfactory	510	89.0
August 2011	Good	Good	Good	Good	460	89.0
August 2009	Fair	Good	Good	Satisfactory	550	88.9
August 2007	Fair	Good	Good	Satisfactory	1200	82.9
September 2005	Fair	Good	Good	Satisfactory	1000	82.9
September 2003	Fair	Very Good	Very Good	Satisfactory	400	90.0
October 2001	Good	Very Good	Very Good	Very Good	420	89.0
October 1999	Good	Very Good	Very Good	Very Good	240	94.5
October 1997	Good	Very Good	Very Good	Very Good	150	94.5
October 1995	Good	Excellent	Excellent	Excellent	160	94.0
November 1993	Good	Excellent	Excellent	Excellent	160	92.0
October 1991	Fair	Fair	Fair	Satisfactory	160	39.3