SR1108 over AHOSKIE CREEK

Map

Coordinates:
+36.28846, -77.02504
36°17'18" N, 77°01'30" W

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

Name:	SR1108 over AHOSKIE CREEK
Structure number:	000000000910055
Old structure number:	000000000091055 `(from 1992 edition)`
Location:	0.6 MI N JCT NC 42
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	140.1 ft. `[42.7 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	39.4 ft. `[12.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2005
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:	1,700 `[as of 2010]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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 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:	99.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Good	Good	Good	1700	99.5
October 2015	Good	Very Good	Very Good	Very Good	1700	99.5
October 2013	Good	Very Good	Very Good	Very Good	1700	99.5
October 2011	Good	Good	Good	Good	1700	99.5
October 2009	Good	Good	Good	Good	1900	99.5
September 2007	Good	Good	Good	Good	1500	99.6
September 2005	Good	Good	Good	Good	1700	99.5
October 2003	Fair	Fair	Fair	Fair	2000	70.7
September 2001	Fair	Fair	Fair	Fair	1900	70.7
September 1999	Fair	Fair	Fair	Fair	1600	70.9
November 1997	Fair	Fair	Fair	Fair	1500	72.2
June 1996	Fair	Fair	Fair	Fair	1500	72.2
September 1995	Fair	Fair	Fair	Fair	1500	72.1
January 1994	Fair	Satisfactory	Satisfactory	Satisfactory	1500	83.3
October 1991	Fair	Satisfactory	Satisfactory	Satisfactory	1200	82.4