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MAIN ST over BUFFALO & WHITE OAK BYU

Map

Coordinates:
+29.76390, -95.35926
29°45'50" N, 95°21'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN ST over BUFFALO & WHITE OAK BYU
Structure number:121020B41697003
Location:0.20 MI S OF JCT IH 10
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:170.0 ft. [51.8 m]
Total length:1275.0 ft. [388.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1914
Year reconstructed:1985
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:15,160 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:65.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$76,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactorySatisfactory1516065.6
December 2015FairSatisfactorySatisfactorySatisfactory1516065.3
January 2014FairSatisfactorySatisfactorySatisfactory1516065.3
January 2012FairSatisfactorySatisfactorySatisfactory1516065.3
January 2010FairSatisfactorySatisfactorySatisfactory1516065.6
January 2008FairSatisfactorySatisfactorySatisfactory1516066.6
January 2006FairSatisfactorySatisfactorySatisfactory1516068.6
January 2004FairSatisfactorySatisfactorySatisfactory1516068.3
January 2002FairSatisfactorySatisfactorySatisfactory1516074.2
February 2000FairSatisfactorySatisfactorySatisfactory1516074.2
February 1998GoodGoodGoodGood1516050.9
June 1996GoodGoodGoodGood1516050.9