Share:

SR1515 over FALLING CREEK

Lenoir County, North Carolina

Map

Coordinates:
+35.33113, -77.73188
35°19'52" N, 77°43'55" W

Facts

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

Name:	SR1515 over FALLING CREEK
Structure number:	000000001070067
Old structure number:	000000000107067 `(from 1992 edition)`
Location:	0.9 MI. SW. JCT. SR1531
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	122.1 ft. `[37.2 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2010
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:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	790 `[as of 2013]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	90.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Good	Very Good	Good	Good	790	90.1
March 2016	Good	Good	Good	Good	790	89.9
March 2014	Good	Good	Good	Good	790	89.9
March 2012	Good	Good	Good	Good	760	91.2
September 2010	Good	Very Good	Very Good	Very Good	760	91.2
March 2010	Fair	Satisfactory	Fair	Satisfactory	900	20.8
June 2008	Fair	Good	Satisfactory	Satisfactory	900	29.3
April 2006	Fair	Very Good	Satisfactory	Satisfactory	1000	34.1
January 2004	Fair	Very Good	Good	Satisfactory	900	34.2
April 2002	Fair	Very Good	Good	Satisfactory	590	40.9
April 2000	Fair	Very Good	Good	Fair	550	30.6
January 1998	Good	Very Good	Good	Good	550	45.5
December 1995	Good	Very Good	Good	Good	450	44.5
December 1993	Good	Very Good	Good	Good	700	44.3
December 1991	Good	Very Good	Good	Good	350	45.7

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1329692