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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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,500 [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: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. ratingEvaluationDeckSuper.Sub.ADT
December 201496.5Not deficientSatisfactorySatisfactoryGood10500
December 201296.2Not deficientSatisfactorySatisfactoryGood17281
December 201096.2Not deficientSatisfactorySatisfactoryGood17281
December 200894.5Not deficientSatisfactorySatisfactoryGood17281
December 200694.5Not deficientSatisfactorySatisfactoryGood17281
December 200494.5Not deficientSatisfactorySatisfactoryGood17281
December 200294.5Not deficientSatisfactorySatisfactoryGood17281
December 200094.5Not deficientSatisfactorySatisfactoryGood17281
December 199896.5Not deficientSatisfactoryGoodGood17281
December 199696.5Not deficientSatisfactoryGoodGood17281
January 199596.4Not deficientGoodGoodGood17281
January 199385.9Not deficientGoodGoodGood17281
January 199185.9Not deficient-Very GoodGood17281