US 79 S-1 LM 2.43 over CYPRESS CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 79 S-1 LM 2.43 over CYPRESS CREEK
Structure number:000000000002368
Location:3.0 MI S EMERSON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:32.2 ft. [9.8 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2014]
Truck traffic:1% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:72.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$552,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory160072.5
May 2016FairGoodSatisfactoryGood180072.2
May 2014FairGoodSatisfactoryGood180072.2
May 2012FairGoodSatisfactoryGood200071.8
May 2010PoorGoodPoorGood200045.4
April 2008FairGoodFairGood200064.0
April 2006FairGoodFairGood220061.5
April 2004FairGoodFairGood240061.1
April 2002FairGoodSatisfactoryGood240071.7
May 2000FairGoodSatisfactoryGood250066.3
May 1998FairGoodSatisfactoryGood250064.3
May 1996FairGoodSatisfactoryGood83070.3
April 1994FairGoodSatisfactoryGood83070.3
May 1992FairGoodSatisfactoryGood83070.3
April 1990FairGoodSatisfactoryGood182267.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.5825542800
Steel Protective Coatingsq. ft.3,59103,59100
Reinforced Concrete Decksq. ft.2,5222,512460
Wearing Surfacessq. ft.2,5121,5121,00000
Reinforced Concrete Pileeach88000
Reinforced Concrete Pier Caplinear ft.10499500
Pourable Jointlinear ft.5205200
Movable Bearingeach1818000
Fixed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.194191030