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US 77 SB over DRAW & STOCK PASS

Kenedy County, Texas

Map

Coordinates:
+27.03738, -97.79443
27°02'15" N, 97°47'40" W

Facts

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

Name:	US 77 SB over DRAW & STOCK PASS
Structure number:	210660032703008
Location:	16.4 MI S OF KLEBERG C/L
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	100.1 ft. `[30.5 m]`
Roadway width between curbs:	39.7 ft. `[12.1 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1939
Year reconstructed:	1952
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:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,640 `[as of 2013]`
Truck traffic:	26% 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:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	97.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Good	Good	Satisfactory	4640	97.6
February 2015	Fair	Good	Satisfactory	Satisfactory	4640	98.6
February 2013	Fair	Good	Satisfactory	Good	4700	89.0
April 2011	Fair	Good	Satisfactory	Good	5200	89.0
May 2009	Fair	Good	Satisfactory	Good	5200	89.2
May 2007	Fair	Good	Satisfactory	Satisfactory	4800	89.3
May 2005	Fair	Satisfactory	Satisfactory	Good	4800	90.3
May 2003	Fair	Satisfactory	Satisfactory	Satisfactory	4900	90.0
June 2001	Good	Good	Good	Good	4700	90.0
June 1999	Fair	Good	Good	Satisfactory	4850	89.0
September 1997	Fair	Good	Good	Fair	3600	79.1
September 1995	Fair	Good	Good	Satisfactory	3400	88.2
April 1993	Fair	Very Good	Very Good	Satisfactory	3250	81.1
January 1991	Good	Very Good	Good	Good	3050	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
Substructure
Reinforced Concrete Abutment	linear ft.	84	81	3	0	0
Reinforced Concrete Pier Cap	linear ft.	168	164	4	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	200	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	55	55	0	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/1563615