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SPUR 98 over GUADALUPE RIVER

Map 

Coordinates:
+30.06639, -99.18139
30°03'59" N, 99°10'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPUR 98 over GUADALUPE RIVER
Structure number:151330052601001
Location:0.1 MI W OF SH 27
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:109.9 ft. [33.5 m]
Total length:990.2 ft. [301.8 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2005
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:9
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:9,800 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201593.3Not deficientGoodGoodVery Good9800
January 201393.3Not deficientGoodGoodVery Good9800
January 201193.3Not deficientVery GoodGoodVery Good9800
November 200993.3Not deficientVery GoodGoodVery Good9800