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TURNER RD over HARLINGEN MAIN CANAL

Map

Coordinates:
+26.09992, -97.74511
26°05'60" N, 97°44'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TURNER RD over HARLINGEN MAIN CANAL
Structure number:210310AA0676003
Location:1.3 MI S OF FM 800
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:90 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:77.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201677.5FairGoodGoodFair-90
March 201488.5FairGoodGoodSatisfactory-90
March 201288.5FairGoodGoodSatisfactory-90
March 201088.8FairGoodGoodSatisfactory-90
April 200877.8FairSatisfactoryGoodFair-90
June 200688.8GoodGoodGoodGood-90
August 200488.5GoodGoodGoodGood-90
October 200277.2GoodGoodGoodGood-90
October 200075.2GoodGoodGoodGood-90
February 199975.2GoodGoodGoodGood-90
March 199776.2GoodVery GoodVery GoodGood-90
December 199477.2GoodVery GoodVery GoodGood-90
July 199278.8GoodVery GoodVery GoodGood-90
September 199082.6GoodGoodVery GoodVery Good-90