SH 10 WB Log 15.10 over UNION PACIFIC RR


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 10 WB Log 15.10 over UNION PACIFIC RR
Structure number:0000000000M0336
Location:SH 10 @ U.P.R.R.
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:135.2 ft. [41.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1927
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,794 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:43.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$322,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryFairSatisfactory3779443.5
February 2016FairSatisfactoryFairSatisfactory1500033.5
February 2015FairSatisfactoryFairSatisfactory1500033.5
February 2014FairSatisfactoryFairSatisfactory1550033.3
February 2013FairSatisfactoryFairFair1550048.4
March 2012FairSatisfactoryFairFair1550048.4
February 2011PoorSatisfactoryFairPoor1550031.0
February 2010PoorSatisfactoryFairPoor1550031.0
February 2009FairSatisfactoryFairFair1625048.2
January 2008FairSatisfactoryFairFair1495048.5
July 2005FairSatisfactoryFairFair1410048.7
March 2004FairSatisfactoryFairFair1410048.7
February 2002FairSatisfactoryFairFair1150049.0
January 2000FairSatisfactoryFairFair1150049.0
January 1998FairSatisfactoryFairFair1135748.0
March 1996FairSatisfactoryFairSatisfactory1135748.0
March 1994FairSatisfactoryFairSatisfactory1135748.5
March 1992FairGoodFairSatisfactory1135745.3
February 1990FairGoodFairSatisfactory1229445.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.54044659350
Reinforced Concrete Archlinear ft.1831404300
Reinforced Concrete Floor Beamlinear ft.36027672120
Reinforced Concrete Top Flangesq. ft.5,7154,5701,129160
Wearing Surfacessq. ft.4,0912,8781,21300
Reinforced Concrete Columneach40310
Reinforced Concrete Abutmentlinear ft.1003020500
Reinforced Concrete Pier Caplinear ft.72621000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.136136000