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SH 16 over AGUA POQUITA CREEK

Map

Coordinates:
+27.58809, -98.65577
27°35'17" N, 98°39'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 16 over AGUA POQUITA CREEK
Structure number:220670051708086
Location:17.2 MI S OF SH 339
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:8.9 ft. [2.7 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,350 [as of 2013]
Truck traffic:33% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2016Fair6 out of 10135096.2
August 2014Fair6 out of 10125096.3
August 2012Fair6 out of 10125096.3
December 2008Fair6 out of 10120096.4
November 2004Good7 out of 10145097.0
March 2001Good7 out of 10120098.4
March 1999Good7 out of 10165097.8
September 1996Good7 out of 1084098.9
March 1993Good7 out of 1075099.0