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TYLER RANCH ROAD over LA JARITA CREEK

McMullen County, Texas

Map

Coordinates:
+28.59067, -98.51336
28°35'26" N, 98°30'48" W

Facts

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

Name:	TYLER RANCH ROAD over LA JARITA CREEK
Structure number:	151620AA0143001
Location:	2.4 MI E OF SH 16
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	2011
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Steel plate (includes orthotropic) `[5]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	80 `[as of 2013]`
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	91.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Good	80	91.4
October 2015	Good	Good	Very Good	Very Good	80	91.3
October 2013	Good	Good	Very Good	Very Good	80	91.3
October 2011	Good	Very Good	Very Good	Very Good	80	83.7
September 2009	Fair	Satisfactory	Satisfactory	Satisfactory	80	47.5
October 2007	Fair	Satisfactory	Satisfactory	Satisfactory	80	47.5
September 2005	Fair	Satisfactory	Satisfactory	Fair	40	40.5
September 2003	Fair	Satisfactory	Satisfactory	Fair	40	40.3
September 2001	Fair	Satisfactory	Good	Fair	60	40.3
September 1999	Fair	Satisfactory	Satisfactory	Satisfactory	50	51.3
October 1997	Fair	Good	Good	Satisfactory	50	53.2
June 1996	Fair	Good	Good	Satisfactory	50	57.8
January 1994	Fair	Good	Good	Fair	50	43.1
October 1991	Fair	Good	Satisfactory	Satisfactory	50	40.8

© 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/1550448