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LP 534 over GUADALUPE RIVER

Map 

Coordinates:
+30.01411, -99.12120
30°00'51" N, 99°07'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LP 534 over GUADALUPE RIVER
Structure number:151330336201002
Location:0.27 MI NE OF SH 173
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:125.0 ft. [38.1 m]
Total length:815.0 ft. [248.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:8,600 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201592.9Not deficientGoodGoodGood8600
January 201392.9Not deficientGoodGoodGood8600
January 201192.3Not deficientGoodGoodGood9900
December 200892.5Not deficientGoodGoodGood9400
January 200794.7Not deficientGoodGoodGood7000
December 200495.7Not deficientGoodGoodGood7000
November 200290.5Not deficientGoodGoodGood7000
October 200090.4Not deficientVery GoodGoodGood7100
October 199890.5Not deficientVery GoodVery GoodGood6900
June 199691.2Not deficientVery GoodVery GoodGood5600
January 199491.5Not deficientVery GoodVery GoodGood5200
September 199192.9Not deficientVery GoodVery GoodGood4300