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US 77 SB over DRAIN & STOCK PASS

Kenedy County, Texas

Map

Coordinates:
+27.19632, -97.79146
27°11'47" N, 97°47'29" W

Facts

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

Name:	US 77 SB over DRAIN & STOCK PASS
Structure number:	210660032702019
Location:	5.40 MI S OF KLEBERG C/L
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	80.1 ft. `[24.4 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:	1952
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,390 `[as of 2013]`
Truck traffic:	26% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	93.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Very Good	Very Good	Good	4390	93.7
February 2015	Good	Good	Good	Good	4390	94.4
February 2013	Good	Good	Good	Good	4900	96.5
April 2011	Good	Good	Good	Good	5000	96.5
May 2009	Good	Good	Good	Good	5050	96.5
May 2007	Good	Good	Good	Good	4500	96.6
May 2005	Good	Good	Good	Good	4750	96.6
May 2003	Good	Good	Good	Good	5200	97.5
June 2001	Good	Very Good	Good	Good	4550	97.6
June 1999	Good	Very Good	Good	Good	4750	97.6
September 1997	Good	Good	Good	Good	3700	97.7
September 1995	Good	Very Good	Very Good	Good	3550	97.7
April 1993	Good	Very Good	Good	Good	3400	97.7
January 1991	Good	Very Good	Good	Good	3150	97.8

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	84	0	0	0
Reinforced Concrete Pier Cap	linear ft.	84	79	3	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	160	160	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	33	33	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/1563611