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CR 2089 over SWINDLER CREEK

Newton County, Texas

Map

Coordinates:
+31.00088, -93.61197
31°00'03" N, 93°36'43" W

Facts

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

Name:	CR 2089 over SWINDLER CREEK
Structure number:	201760AA0210001
Location:	0.10 MI W OF FM 2991
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	59.1 ft. `[18.0 m]`
Roadway width between curbs:	14.1 ft. `[4.3 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	2008
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	30 `[as of 2015]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Very Good `[8 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	59.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Good	Satisfactory	Very Good	30	59.7
April 2015	Good	Good	Good	Very Good	30	59.4
May 2013	Good	Very Good	Good	Very Good	30	59.4
May 2011	Good	Very Good	Good	Very Good	30	59.4
June 2009	Good	Very Good	Good	Very Good	30	62.1
July 2007	Poor	Satisfactory	Serious	Poor	30	21.4
October 2005	Poor	Fair	Serious	Poor	10	22.0
November 2003	Poor	Good	Fair	Poor	30	21.4
September 2001	Poor	Good	Fair	Poor	30	21.4
July 1999	Poor	Good	Satisfactory	Poor	30	40.5
June 1997	Fair	Good	Satisfactory	Good	30	59.0
January 1995	Fair	Good	Satisfactory	Satisfactory	30	24.7
May 1993	Fair	Good	Satisfactory	Satisfactory	30	36.6
March 1992	Fair	Good	Satisfactory	Satisfactory	30	36.6
May 1991	Poor	Good	Poor	Serious	30	21.9

© 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/1562916