NC32 over WARWICK CREEK

Map

Coordinates:
+36.33015, -76.63387
36°19'49" N, 76°38'02" W

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

Name:	NC32 over WARWICK CREEK
Structure number:	000000000410024
Old structure number:	000000000041024 `(from 1992 edition)`
Location:	0.7 MI N. OF JCT NC37
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	15.1 ft. `[4.6 m]`
Total length:	64.0 ft. `[19.5 m]`
Roadway width between curbs:	26.2 ft. `[8.0 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1923
Year reconstructed:	1952
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:	8
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,900 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	41.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Fair	Fair	Fair	2900	41.4
November 2016	Fair	Fair	Fair	Fair	2200	45.6
November 2014	Fair	Fair	Fair	Fair	2200	45.6
November 2012	Fair	Fair	Fair	Fair	2800	40.4
November 2010	Fair	Fair	Fair	Fair	2700	44.6
November 2008	Fair	Fair	Fair	Fair	2600	42.7
January 2007	Fair	Fair	Satisfactory	Fair	2900	37.8
November 2004	Fair	Fair	Satisfactory	Fair	2900	37.8
November 2002	Fair	Fair	Satisfactory	Fair	2200	39.0
December 2000	Fair	Fair	Satisfactory	Fair	2900	33.2
January 1999	Fair	Fair	Satisfactory	Fair	2900	33.2
January 1997	Fair	Satisfactory	Satisfactory	Fair	2600	49.8
December 1994	Fair	Satisfactory	Satisfactory	Fair	3100	43.0
November 1992	Fair	Satisfactory	Satisfactory	Fair	2500	48.7
January 1991	Fair	Satisfactory	Satisfactory	Fair	2500	48.7