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DUNN CREEK ROAD over DUNN CREEK

Map

Coordinates:
+30.45500, -81.59694
30°27'18" N, 81°35'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:DUNN CREEK ROAD over DUNN CREEK
Structure number:720507
Location:150 FT W OF BARDIN RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:35.8 ft. [10.9 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1984
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,501 [as of 2016]
Truck traffic:10% 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:Better than present minimum criteria [7]
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]
Operating rating:75.6 tons [68.7 metric tons]
Inventory rating:45.3 tons [41.2 metric tons]
Sufficiency rating:98.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201698.5GoodGoodGoodGood-1501
February 201498.5GoodGoodGoodGood-1501
February 201298.5GoodGoodGoodGood-1501
February 201098.5GoodGoodGoodGood-1501
February 200898.8GoodGoodGoodGood-1501
February 200698.8GoodGoodGoodGood-1501
February 200498.8GoodGoodGoodGood-1501
February 200298.8GoodGoodGoodGood-1501
February 200099.8GoodGoodGoodGood-1501
February 199899.8GoodGoodGoodGood-1501
February 199699.8GoodGoodGoodGood-1501
January 199498.9GoodGoodGoodGood-1501
January 199293.8GoodVery GoodVery GoodGood-1501