Share:

Lew Haile Rd over Fork Hay Cr

Moore County, Texas

Map

Coordinates:
+35.79774, -101.74569
35°47'52" N, 101°44'44" W

Facts

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

Name:	Lew Haile Rd over Fork Hay Cr
Structure number:	041710AA0142001
Location:	3.6 Mi S of SH 152
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	16.1 ft. `[4.9 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	14.8 ft. `[4.5 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	50 `[as of 2010]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	44.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Good	Satisfactory	50	44.2
September 2016	Fair	Satisfactory	Good	Satisfactory	50	43.8
September 2014	Fair	Satisfactory	Good	Satisfactory	50	43.8
September 2012	Fair	Satisfactory	Good	Satisfactory	50	43.8
January 2011	Fair	Satisfactory	Good	Satisfactory	50	44.0
February 2009	Fair	Good	Good	Satisfactory	50	52.0
February 2007	Fair	Good	Good	Satisfactory	50	52.0
May 2005	Fair	Good	Good	Satisfactory	50	52.0
October 2003	Good	Good	Good	Good	50	52.5
October 2001	Fair	Good	Very Good	Satisfactory	50	53.5
October 1999	Fair	Good	Very Good	Satisfactory	50	53.5
January 1998	Fair	Good	Very Good	Satisfactory	50	50.5
January 1996	Fair	Good	Very Good	Satisfactory	50	51.3
August 1993	Fair	Good	Very Good	Satisfactory	50	51.3
July 1991	Good	Good	Very Good	Good	50	59.0

© 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/1524370