SR1222 over UPPER LITTLE RIVER

Map

Coordinates:
+35.40699, -79.06251
35°24'25" N, 79°03'45" W

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

Name:	SR1222 over UPPER LITTLE RIVER
Structure number:	000000000850044
Old structure number:	000000000085044 `(from 1992 edition)`
Location:	0.7 MI. S. JCT. SR1279
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	137.1 ft. `[41.8 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1986
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,800 `[as of 2015]`
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:	Basically intolerable requiring high priority of replacement `[2]`
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:	79.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Very Good	Very Good	Very Good	2800	79.7
May 2016	Good	Good	Good	Good	150	94.4
May 2014	Good	Good	Good	Good	150	94.4
May 2012	Good	Good	Good	Good	150	94.4
June 2010	Good	Good	Good	Very Good	150	94.4
July 2008	Good	Good	Good	Very Good	150	94.4
May 2006	Good	Good	Good	Very Good	150	94.4
April 2004	Good	Good	Good	Very Good	150	94.4
May 2002	Good	Good	Good	Very Good	150	94.4
February 2000	Good	Good	Good	Very Good	150	94.4
January 1998	Good	Good	Good	Very Good	150	94.4
January 1996	Good	Good	Good	Very Good	150	92.4
January 1994	Good	Good	Good	Very Good	150	92.4
January 1992	Good	Good	Good	Very Good	150	92.4