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CANTU RD over LOS INDIOS DRAINWAY

Map

Coordinates:
+26.03286, -97.73887
26°01'58" N, 97°44'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CANTU RD over LOS INDIOS DRAINWAY
Structure number:210310AA0804002
Location:0.95 MI S OF US 281
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:County Highway Agency [02]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:98.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201598.4GoodGoodVery GoodGood-4400
November 201398.4GoodGoodVery GoodGood-4400
December 201198.4GoodGoodVery GoodGood-4400
December 200999.4GoodGoodVery GoodGood-4400
April 200899.4GoodGoodVery GoodGood-4400
August 200699.4GoodGoodVery GoodGood-4400
August 200499.4GoodGoodVery GoodGood-4400
November 200279.2GoodGoodVery GoodGood-4400
October 200079.2GoodGoodVery GoodGood-4400