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WIGMORE STREET over LONGBRANCH CREEK

Map 

Coordinates:
+30.37167, -81.64000
30°22'18" N, 81°38'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WIGMORE STREET over LONGBRANCH CREEK
Structure number:724353
Location:300 FT S OF 44TH STREET
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:22.6 ft. [6.9 m]
Total length:104.3 ft. [31.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Operating rating:67.0 tons [60.9 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:96.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$9,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.9Not deficientGoodGoodGood2800
January 201396.9Not deficientGoodGoodGood2800
January 201196.9Not deficientGoodGoodGood2800
January 200996.6Not deficientGoodGoodGood2800
January 200798.6Not deficientGoodGoodGood2800
January 200598.6Not deficientGoodGoodGood2800
January 200398.6Not deficientGoodGoodGood2800
January 200196.6Not deficientSatisfactorySatisfactoryGood10051
January 199996.6Not deficientSatisfactorySatisfactoryGood10051
January 199796.6Not deficientSatisfactorySatisfactoryGood10051
February 199596.5Not deficientSatisfactorySatisfactoryGood10051
February 199396.5Not deficientSatisfactorySatisfactoryGood10051
July 199198.3Not deficientGoodGoodVery Good4501