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SR1164 over HOMER CREEK

Richmond County, North Carolina

Map

Coordinates:
+35.13994, -79.98512
35°08'24" N, 79°59'06" W

Facts

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

Name:	SR1164 over HOMER CREEK
Structure number:	000000001530097
Location:	1.2 MI. N. JCT. SR1148
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	70.9 ft. `[21.6 m]`
Total length:	71.9 ft. `[21.9 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2016
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: August 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	70 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Very Good	Very Good	Very Good	70	100.0
August 2016	Poor	Good	Good	Poor	60	41.0
April 2014	Poor	Good	Good	Poor	60	41.0
April 2012	Fair	Good	Good	Fair	60	54.6
April 2010	Fair	Satisfactory	Very Good	Satisfactory	80	64.3
July 2008	Fair	Satisfactory	Very Good	Satisfactory	80	64.3
May 2006	Fair	Satisfactory	Very Good	Satisfactory	80	62.3
March 2004	Fair	Satisfactory	Very Good	Satisfactory	70	62.3
April 2002	Fair	Satisfactory	Very Good	Satisfactory	110	56.8
January 2000	Fair	Satisfactory	Very Good	Satisfactory	90	62.3
January 1992	Fair	Satisfactory	Very Good	Satisfactory	100	62.3

© 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/1334228