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JOHNSON ST over LATTAS CREEK

Map

Coordinates:
+27.74455, -98.08254
27°44'40" N, 98°04'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JOHNSON ST over LATTAS CREEK
Structure number:161260B00715001
Location:0.2 MI S OF SH 44
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,050 [as of 2011]
Structural appraisal:Equal to present minimum criteria [6]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:89.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 10105089.7
March 2015Fair6 out of 10105089.4
March 2013Fair6 out of 10105089.4
May 2011Fair6 out of 10105089.4
May 2009Good7 out of 10105089.7
April 2007Fair6 out of 10105089.7
April 2005Fair6 out of 10105092.7
June 2003Fair6 out of 10105092.4
July 2001Fair6 out of 10105089.4
January 2000Fair6 out of 10105089.4
December 1997Fair6 out of 10100089.4
March 1996Good7 out of 10100089.4
March 1994Good7 out of 10100089.4
January 1992Good7 out of 10100082.5