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E BOWIE ST over PALO BLANCO CREEK

Brooks County, Texas

Map

Coordinates:
+27.22712, -98.13899
27°13'38" N, 98°08'20" W

Facts

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

Name:	E BOWIE ST over PALO BLANCO CREEK
Structure number:	210240B00055001
Location:	0.08 E OF N WILLIAMS ST
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	6.9 ft. `[2.1 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	38.7 ft. `[11.8 m]`
Deck width edge-to-edge:	39.7 ft. `[12.1 m]`
Skew angle:	20°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1976
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Number of main spans:	6
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	250 `[as of 2010]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.7

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
March 2018	Good	7 out of 10	250	90.7
March 2016	Good	7 out of 10	250	89.5
March 2014	Good	7 out of 10	250	89.5
March 2012	Good	7 out of 10	250	89.5
March 2010	Fair	6 out of 10	250	89.7
May 2008	Good	7 out of 10	250	89.7
May 2006	Good	7 out of 10	250	89.7
August 2004	Good	7 out of 10	250	89.5
September 2002	Good	7 out of 10	250	89.5
November 2000	Good	7 out of 10	250	89.5
November 1998	Good	7 out of 10	240	89.5
December 1996	Good	7 out of 10	240	85.5
November 1994	Good	7 out of 10	240	89.5
May 1992	Good	7 out of 10	240	89.5
June 1990	Good	8 out of 10	240	92.5

© 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/1563281