Share:

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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,070 [as of 2013]
Truck traffic:8% 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:Equal to present minimum criteria [6]
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:43.6 tons [39.6 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:85.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201685.1GoodVery GoodGoodGood-13070
January 201590.6GoodVery GoodGoodGood-13100
January 201390.6GoodVery GoodGoodGood-13100
January 201190.5GoodVery GoodGoodGood-14000
December 200890.4GoodVery GoodGoodGood-14400
January 200792.2GoodVery GoodGoodGood-15200
November 200492.2GoodVery GoodGoodGood-14700
October 200292.3GoodVery GoodGoodGood-14100
October 200092.2GoodVery GoodGoodGood-14400
October 199892.4FairGoodGoodSatisfactory-13600
May 199692.9FairGoodGoodSatisfactory-11500
February 199486.1FairGoodGoodSatisfactory-10700
September 199189.7FairGoodGoodSatisfactoryFO9700