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SH 27 over QUINLAN CREEK

Map 

Coordinates:
+30.02817, -99.13277
30°01'41" N, 99°07'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 27 over QUINLAN CREEK
Structure number:151330014205032
Location:1.5 MI S OF SH 16
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1988
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:5
Main spans material:Steel [3]
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:13,100 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Very Good [8 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: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 assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:90.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201590.6Not deficientVery GoodGoodGood13100
January 201390.6Not deficientVery GoodGoodGood13100
January 201190.5Not deficientVery GoodGoodGood14000
December 200890.4Not deficientVery GoodGoodGood14400
January 200792.2Not deficientVery GoodGoodGood15200
November 200492.2Not deficientVery GoodGoodGood14700
October 200292.3Not deficientVery GoodGoodGood14100
October 200092.2Not deficientVery GoodGoodGood14400
October 199892.4Not deficientGoodGoodSatisfactory13600
May 199692.9Not deficientGoodGoodSatisfactory11500
February 199486.1Not deficientGoodGoodSatisfactory10700
September 199189.7Functionally obsoleteGoodGoodSatisfactory9700