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BIG BEAVER BLVD over SERVICE RD, WALLACE RUN

Map

Coordinates:
+40.78924, -80.33371
40°47'21" N, 80°20'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BIG BEAVER BLVD over SERVICE RD, WALLACE RUN
Structure number:000000000003454
Old structure number:040018071000000 (from 1992 edition)
Location:0.1 MI N OF SR 551
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:79.1 ft. [24.1 m]
Total length:545.0 ft. [166.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,379 [as of 2018]
Truck traffic:12% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory1237985.6
May 2017FairSatisfactorySatisfactorySatisfactory1448184.0
May 2015FairSatisfactorySatisfactorySatisfactory1177188.1
May 2013FairSatisfactorySatisfactorySatisfactory1190288.0
May 2011FairSatisfactoryFairSatisfactory574181.0
May 2009PoorSatisfactoryPoorSatisfactory635160.6
May 2007FairSatisfactoryFairSatisfactory1205973.2
May 2005PoorSatisfactoryFairSerious1175138.0
May 2003PoorSatisfactoryFairSerious1173538.0
May 2001PoorSatisfactoryFairSerious1132338.0
September 1999PoorSatisfactoryFairPoor1132354.9
October 1997PoorSatisfactorySatisfactoryPoor1134755.8
October 1995PoorSatisfactorySatisfactoryPoor1087557.6
October 1993PoorSatisfactorySatisfactoryPoor1582755.0
October 1991PoorSatisfactorySatisfactoryPoor1522556.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8,3367,0061,33000
Steel Protective Coatingsq. ft.190,037139,09745,3254,1851,430
Deck
Reinforced Concrete Decksq. ft.31,66015,98515,67500
Substructure
Reinforced Concrete Columneach1810620
Reinforced Concrete Abutmentlinear ft.1521341260
Reinforced Concrete Pier Caplinear ft.40336726100
Joints
Strip Seal Jointlinear ft.4764324400
Bearings
Elastomeric Bearingeach112112000
Fixed Bearingeach112108400
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.261261000