SR1711 over POKEBERRY CREEK

Map

Coordinates:
+35.77444, -79.12021
35°46'28" N, 79°07'13" W

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

Name:	SR1711 over POKEBERRY CREEK
Structure number:	000000000370072
Old structure number:	000000000037072 `(from 1992 edition)`
Location:	0.8 MI. E. JCT. SR1713
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	90.9 ft. `[27.7 m]`
Roadway width between curbs:	24.9 ft. `[7.6 m]`
Deck width edge-to-edge:	27.6 ft. `[8.4 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1983
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:	420 `[as of 2000]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
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:	78.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Fair	Fair	Good	420	78.4
June 2015	Fair	Good	Fair	Good	420	79.4
June 2013	Good	Good	Good	Good	420	90.4
June 2011	Fair	Good	Good	Fair	420	79.4
June 2009	Fair	Satisfactory	Good	Satisfactory	420	90.4
June 2007	Fair	Good	Good	Satisfactory	420	90.4
August 2005	Fair	Very Good	Good	Satisfactory	420	90.4
July 2003	Good	Very Good	Very Good	Good	420	90.4
September 2001	Good	Very Good	Very Good	Good	480	90.4
August 1999	Good	Very Good	Very Good	Very Good	480	90.4
August 1997	Good	Very Good	Very Good	Very Good	440	90.4
August 1995	Good	Very Good	Very Good	Very Good	500	89.9
October 1993	Good	Very Good	Very Good	Very Good	500	89.9
October 1991	Good	Very Good	Very Good	Very Good	500	89.9