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I77 SBL RAMP over ANDRILL TERR.& IRWIN CRK

Map

Coordinates:
+35.24604, -80.84845
35°14'46" N, 80°50'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I77 SBL RAMP over ANDRILL TERR.& IRWIN CRK
Structure number:000000001190283
Location:0.56 MI.S JCT.SR2074
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:85.0 ft. [25.9 m]
Total length:291.0 ft. [88.7 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:4
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2013]
Truck traffic:16% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairFairFair800084.0
September 2014FairFairFairFair800084.0
September 2012FairFairFairFair540087.0
September 2010FairSatisfactoryFairSatisfactory540088.0
September 2008FairSatisfactoryGoodSatisfactory540099.0
October 2006GoodGoodVery GoodVery Good540099.0
August 2004GoodGoodVery GoodVery Good540099.0
April 2002GoodGoodVery GoodVery Good540099.0
March 2000GoodGoodVery GoodVery Good325097.0
January 1998GoodGoodVery GoodVery Good325097.0
January 1992GoodGoodVery GoodVery Good1905097.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1741,07010400
Steel Protective Coatingsq. ft.8,3848,384000
Deck
Reinforced Concrete Decksq. ft.6,8281,9504,87710
Substructure
Reinforced Concrete Columneach65010
Reinforced Concrete Abutmentlinear ft.1201041600
Steel Pileeach1212000
Reinforced Concrete Pier Caplinear ft.21213462160
Joints
Strip Seal Jointlinear ft.120120000
Pourable Jointlinear ft.120912900
Bearings
Other Bearingeach3232000
Steel Protective Coatingsq. ft.7676000
Bridge Rail
Other Material Bridge Raillinear ft.584454103270