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SC 267 over HALFWAY SWAMP CREEK

Calhoun County, South Carolina

Map

Coordinates:
+33.59864, -80.57299
33°35'55" N, 80°34'23" W

Facts

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

Name:	SC 267 over HALFWAY SWAMP CREEK
Structure number:	000000000007201
Old structure number:	000940026700100 `(from 1992 edition)`
Location:	2 MI SE OF LONE STAR
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	15.1 ft. `[4.6 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1979
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	6
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,600 `[as of 2017]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	52.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$152,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Poor	Fair	Fair	Poor	1600	52.5
July 2016	Poor	Fair	Fair	Poor	1550	52.6
July 2014	Poor	Poor	Poor	Poor	1550	51.6
August 2012	Poor	Poor	Poor	Fair	1300	51.7
September 2010	Fair	Good	Good	Fair	1300	71.8
September 2008	Fair	Good	Good	Fair	1500	71.8
September 2006	Fair	Good	Good	Fair	1450	74.3
September 2004	Fair	Good	Good	Fair	1650	72.2
August 1998	Fair	Very Good	Very Good	Satisfactory	1250	83.5
July 1990	Good	Very Good	Very Good	Very Good	850	83.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Timber Pile	each	42	0	41	0	1
Reinforced Concrete Pier Cap	linear ft.	231	0	231	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	180	180	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,970	1,502	1,468	0	0

© 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/1481630