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SH 350 over WILLOW CREEK

Mitchell County, Texas

Map

Coordinates:
+32.51056, -101.11623
32°30'38" N, 101°06'58" W

Facts

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

Name:	SH 350 over WILLOW CREEK
Structure number:	081680069302005
Location:	1.4 MI E OF FM 1298
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	174.9 ft. `[53.3 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	46.3 ft. `[14.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1947
Year reconstructed:	1969
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:	7
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	2,220 `[as of 2013]`
Truck traffic:	23% of total traffic
Deck condition:	Good `[7 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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	30.7 tons `[27.9 metric tons]`
Inventory rating:	15.8 tons `[14.4 metric tons]`
Sufficiency rating:	65.7
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$193,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2015	65.7	Fair	Good	Good	Satisfactory	-	2220
May 2013	66.7	Fair	Very Good	Good	Satisfactory	-	1750
May 2011	66.6	Fair	Very Good	Good	Satisfactory	-	1800
May 2009	67.7	Fair	Good	Good	Satisfactory	-	1350
April 2007	79.0	Fair	Good	Good	Satisfactory	-	1700
April 2005	68.9	Fair	Good	Good	Satisfactory	-	1700
April 2003	60.7	Fair	Fair	Fair	Fair	-	1400
April 2001	61.9	Fair	Satisfactory	Fair	Satisfactory	-	1350
March 1999	60.6	Fair	Fair	Fair	Fair	-	1450
May 1997	62.0	Fair	Satisfactory	Fair	Fair	-	1300
May 1995	57.9	Fair	Very Good	Fair	Fair	FO	1250
March 1993	81.6	Fair	Fair	Satisfactory	Satisfactory	-	1200
August 1990	71.0	Fair	Fair	Satisfactory	Fair	-	1300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Substructure
Steel Column	each	24	24	0	0	0
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	28	28	0	0	0
Reinforced Concrete Pier Cap	linear ft.	84	82	2	0	0
Joints
Pourable Joint	linear ft.	104	104	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	105	105	0	0	0
Steel Protective Coating	sq. ft.	12,987	12,987	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	7	7	0	0	0

© Copyright 2012-18, 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/1528587