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FM 767 over Punta De Agua Creek

Hartley County, Texas

Map

Coordinates:
+35.66721, -102.48264
35°40'02" N, 102°28'57" W

Facts

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

Name:	FM 767 over Punta De Agua Creek
Structure number:	041040110801001
Location:	10.2 Mi W of US 385
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	1174.9 ft. `[358.1 m]`
Roadway width between curbs:	23.3 ft. `[7.1 m]`
Deck width edge-to-edge:	25.3 ft. `[7.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	47
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	80 `[as of 2013]`
Truck traffic:	42% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	36.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$70,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Poor	Poor	Serious	Poor	80	36.0
July 2017	Poor	Poor	Serious	Poor	80	36.0
December 2016	Poor	Poor	Poor	Poor	80	47.1
December 2014	Poor	Poor	Poor	Fair	140	47.8
September 2012	Fair	Fair	Fair	Fair	140	63.0
January 2011	Fair	Fair	Fair	Fair	90	70.4
January 2010	Fair	Satisfactory	Satisfactory	Fair	100	71.6
January 2009	Fair	Satisfactory	Satisfactory	Fair	110	64.5
February 2007	Fair	Satisfactory	Satisfactory	Fair	100	72.7
January 2005	Fair	Satisfactory	Satisfactory	Satisfactory	100	83.7
January 2004	Fair	Satisfactory	Satisfactory	Satisfactory	100	86.4
November 2002	Fair	Satisfactory	Satisfactory	Satisfactory	130	80.7
December 2001	Poor	Fair	Fair	Poor	130	52.3
February 2000	Poor	Fair	Fair	Poor	90	58.2
March 1998	Poor	Fair	Fair	Poor	100	58.1
January 1996	Fair	Satisfactory	Satisfactory	Fair	100	75.3
February 1994	Fair	Good	Good	Fair	100	67.1
February 1992	Fair	Good	Good	Satisfactory	50	86.2

© 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/1524208