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SH 359 over MESQUITE CREEK

Map

Coordinates:
+27.32175, -98.65588
27°19'18" N, 98°39'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 359 over MESQUITE CREEK
Structure number:211250008607020
Location:2.35 MI SE DUVAL C/L
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1956
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,550 [as of 2013]
Truck traffic:31% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:88.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Fair6 out of 10155088.2
February 2015Fair6 out of 10155087.9
February 2013Fair6 out of 10130088.5
May 2011Fair6 out of 10135088.4
May 2009Good7 out of 10200087.1
May 2007Good7 out of 10197088.2
June 2005Good7 out of 10180087.6
April 2003Good7 out of 10190088.1
June 2001Good7 out of 10175088.4
July 1999Good7 out of 10210087.6
September 1997Good7 out of 10180088.3
August 1995Good7 out of 10200087.9
March 1993Good7 out of 10165088.7
December 1988Good8 out of 10145093.2