SBL Rte. I-77 over L. Reed Island Cr.Rte703


+36.72805, -80.75560
36°43'41" N, 80°45'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SBL Rte. I-77 over L. Reed Island Cr.Rte703
Structure number:000000000004563
Location:13.50-NC line; 1.52-Rt58
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:121.1 ft. [36.9 m]
Total length:295.6 ft. [90.1 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,057 [as of 2014]
Truck traffic:26% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodFairSatisfactory1905783.9
December 2016FairGoodFairSatisfactory1905783.9
December 2015FairGoodFairSatisfactory1905783.9
December 2013FairGoodFairGood1350084.5
December 2011FairGoodFairGood1350084.2
December 2009FairFairFairGood1350083.2
November 2007FairFairFairGood1350083.2
November 2005FairFairFairGood1350083.2
November 2003FairFairFairGood1350083.2
December 2001FairSatisfactorySatisfactoryGood1350095.4
December 1999FairSatisfactorySatisfactoryGood1350095.4
December 1997FairSatisfactorySatisfactoryVery Good1350095.4
December 1995FairSatisfactoryVery GoodVery Good1350095.7
December 1993FairSatisfactoryVery GoodVery Good813096.4
February 1992FairFairVery GoodVery Good813095.4
January 1990FairFairVery GoodVery Good813095.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,4681,39050280
Steel Protective Coatingsq. ft.20,15520,0975008
Reinforced Concrete Decksq. ft.12,6069,4413,16500
Wearing Surfacessq. ft.11,34711,346010
Concrete Protective Coatingsq. ft.1,1801,180000
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.122113450
Reinforced Concrete Pile Cap/Footinglinear ft.8888000
Reinforced Concrete Pier Caplinear ft.8879900
Pourable Jointlinear ft.48290019
Compression Jointlinear ft.86390047
Movable Bearingeach1550100
Steel Protective Coatingsq. ft.9090000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5905730170
Reinforced Concrete Bridge Raillinear ft.590590000
Concrete Protective Coatingsq. ft.4,1304,130000