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STENGER STREET over RESACA DE LOS FRESNOS

Map

Coordinates:
+26.13559, -97.63527
26°08'08" N, 97°38'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STENGER STREET over RESACA DE LOS FRESNOS
Structure number:210310N00810001
Location:0.30 MI NW OF SH 345
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:55.1 ft. [16.8 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:Box beam or girders - Multiple [05]
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:Open, no restriction [A]
Average daily traffic:9,140 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
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:77.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$15,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201677.3FairSatisfactoryVery GoodGoodFO9140
March 201477.3FairSatisfactoryVery GoodGoodFO9140
March 201277.3FairSatisfactoryVery GoodGood-9140
April 201079.4GoodGoodVery GoodGood-9000
April 200877.4GoodGoodVery GoodVery Good-9000
June 200677.4GoodGoodVery GoodVery Good-9000
July 200577.4GoodVery GoodVery GoodVery Good-9000
August 200468.7GoodVery GoodGoodGoodFO9000
October 200268.7FairGoodVery GoodSatisfactoryFO9000
October 200022.1PoorGoodVery GoodSeriousSD9000
February 199943.1PoorGoodVery GoodPoorSD9000
March 199768.7GoodVery GoodVery GoodGoodFO9000
December 199470.6GoodVery GoodVery GoodGood-9000
July 199270.6GoodVery GoodVery GoodGood-9000