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US 190 over FLAT BRANCH

San Saba County, Texas

Map

Coordinates:
+31.20822, -98.78822
31°12'30" N, 98°47'18" W

Facts

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

Name:	US 190 over FLAT BRANCH
Structure number:	232060027203055
Location:	0.10 MI E OF FM 2732
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	516.1 ft. `[157.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1954
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	17
Main spans material:	Concrete `[1]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,620 `[as of 2013]`
Truck traffic:	16% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Sufficiency rating:	81.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$359,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Satisfactory	Satisfactory	2620	81.0
October 2015	Fair	Good	Satisfactory	Satisfactory	2620	81.0
October 2013	Fair	Good	Satisfactory	Satisfactory	2500	81.1
October 2011	Fair	Good	Satisfactory	Satisfactory	2700	81.0
October 2009	Fair	Good	Satisfactory	Satisfactory	2500	81.1
October 2007	Fair	Good	Good	Satisfactory	2730	76.4
October 2005	Fair	Very Good	Good	Satisfactory	2800	74.4
September 2003	Good	Good	Good	Good	2700	78.8
September 2001	Good	Good	Good	Good	2700	78.8
October 1999	Good	Good	Good	Good	2600	78.9
November 1997	Fair	Very Good	Good	Satisfactory	2800	75.0
January 1996	Good	Very Good	Good	Good	2800	74.0
October 1993	Good	Good	Very Good	Good	2500	76.1
February 1992	Good	Very Good	Very Good	Very Good	2300	79.9
April 1990	Good	Very Good	Very Good	Very Good	2200	80.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	5,060	4,803	257	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	15,980	13,280	2,700	0	0
Substructure
Reinforced Concrete Column	each	30	30	0	0	0
Reinforced Concrete Abutment	linear ft.	62	45	17	0	0
Reinforced Concrete Pier Cap	linear ft.	496	469	26	1	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,020	360	660	0	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/1566336