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SHINDLER DRIVE over MILE BRANCH

Map

Coordinates:
+30.22556, -81.79833
30°13'32" N, 81°47'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SHINDLER DRIVE over MILE BRANCH
Structure number:724318
Location:0.1 MI S OF MARLEE ROAD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1956
Year reconstructed:1986
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:96.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$8,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201696.5FairSatisfactorySatisfactoryGood-10500
December 201496.5FairSatisfactorySatisfactoryGood-10500
December 201296.2FairSatisfactorySatisfactoryGood-17281
December 201096.2FairSatisfactorySatisfactoryGood-17281
December 200894.5FairSatisfactorySatisfactoryGood-17281
December 200694.5FairSatisfactorySatisfactoryGood-17281
December 200494.5FairSatisfactorySatisfactoryGood-17281
December 200294.5FairSatisfactorySatisfactoryGood-17281
December 200094.5FairSatisfactorySatisfactoryGood-17281
December 199896.5FairSatisfactoryGoodGood-17281
December 199696.5FairSatisfactoryGoodGood-17281
January 199596.4GoodGoodGoodGood-17281
January 199385.9GoodGoodGoodGood-17281
January 199185.9Good-Very GoodGood-17281