Old Stage Highway over Cypress Creek


+36.96656, -76.61570
36°57'60" N, 76°36'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Old Stage Highway over Cypress Creek
Structure number:000000000022618
Location:0.43 Mi.Fr.Int.Rte.10 Bus
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.5 ft. [16.0 m]
Total length:1149.7 ft. [350.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1973
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:22
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,010 [as of 2008]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:84.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory1601084.5
October 2015FairSatisfactorySatisfactorySatisfactory1601084.5
October 2013FairSatisfactorySatisfactorySatisfactory1601084.5
October 2011FairFairFairFair1601071.3
October 2009FairSatisfactorySatisfactorySatisfactory1601084.5
January 2008FairGoodSatisfactorySatisfactory1799283.7
October 2005FairGoodSatisfactorySatisfactory1577084.6
December 2003FairGoodSatisfactorySatisfactory1503084.9
August 2001FairGoodSatisfactorySatisfactory902787.3
December 1999FairSatisfactoryGoodSatisfactory977387.0
December 1997FairSatisfactoryGoodSatisfactory950087.1
August 1995FairGoodGoodSatisfactory934587.2
August 1993FairVery GoodGoodSatisfactory934587.2
August 1991FairSatisfactoryGoodSatisfactory934587.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.6,8986,8750230
Reinforced Concrete Decksq. ft.43,68741,3072,1841960
Wearing Surfacessq. ft.39,08835,179003,909
Reinforced Concrete Abutmentlinear ft.94841000
Prestressed Concrete Pileeach105455820
Reinforced Concrete Pier Caplinear ft.767521204420
Pourable Jointlinear ft.87471401600
Elastomeric Bearingeach264264000
Steel Protective Coatingsq. ft.176000176
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,3002,300000
Reinforced Concrete Bridge Raillinear ft.2,3002,300000
Concrete Protective Coatingsq. ft.8,0505,63502,4150