SR1118 over CANAL

Map

Coordinates:
+35.84071, -76.36315
35°50'27" N, 76°21'47" W

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

Name:	SR1118 over CANAL
Structure number:	000000001770023
Old structure number:	000000000177023 `(from 1992 edition)`
Location:	0.01 MI W. OF JCT. SR1121
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	40.0 ft. `[12.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	29.2 ft. `[8.9 m]`
Skew angle:	40°
Owner:	State Highway Agency `[01]`
Year built:	1973
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:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	230 `[as of 2013]`
Truck traffic:	6% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	73.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Fair	Fair	Fair	230	73.9
February 2016	Fair	Fair	Fair	Fair	50	76.1
February 2014	Fair	Fair	Fair	Fair	50	76.1
February 2012	Fair	Fair	Fair	Fair	50	76.1
February 2010	Fair	Satisfactory	Satisfactory	Fair	120	84.7
February 2008	Fair	Satisfactory	Satisfactory	Fair	120	82.8
May 2006	Fair	Satisfactory	Satisfactory	Fair	120	82.8
March 2004	Fair	Satisfactory	Satisfactory	Fair	120	80.6
March 2002	Fair	Satisfactory	Satisfactory	Fair	120	80.6
March 2000	Fair	Satisfactory	Satisfactory	Fair	110	79.4
April 1998	Fair	Satisfactory	Satisfactory	Fair	110	79.4
February 1996	Fair	Satisfactory	Satisfactory	Fair	200	84.6
March 1994	Fair	Satisfactory	Satisfactory	Fair	200	84.6
February 1992	Fair	Good	Satisfactory	Fair	200	81.7