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LP 534 over QUINLAN CREEK

Map 

Coordinates:
+30.06455, -99.11501
30°03'52" N, 99°06'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LP 534 over QUINLAN CREEK
Structure number:151330336201001
Location:0.15 MI S OF SH 16
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:99°
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:4
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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,610 [as of 2013]
Truck traffic:8% 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:95.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201695.4GoodGoodGoodGood-6610
January 201595.6GoodGoodGoodGood-6000
January 201395.6GoodVery GoodVery GoodGood-6000
January 201195.3GoodVery GoodVery GoodGood-7200
December 200895.4GoodVery GoodVery GoodGood-6900
January 200797.8GoodVery GoodVery GoodGood-5100
December 200497.8GoodVery GoodVery GoodGood-5100
November 200297.8GoodVery GoodVery GoodGood-5100
October 200097.8GoodVery GoodVery GoodGood-5000
October 199897.9GoodVery GoodVery GoodGood-4800
June 199699.1GoodVery GoodVery GoodGood-4000
January 199499.1GoodVery GoodVery GoodGood-3800
September 199199.3GoodVery GoodGoodGood-3200