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GILEAD ROAD over SR 154

Map

Coordinates:
+33.69201, -84.49001
33°41'31" N, 84°29'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:GILEAD ROAD over SR 154
Structure number:000000012103520
Location:IN S W ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:56.1 ft. [17.1 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,770 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201576.7FairFairGoodGoodFO5770
March 201376.7FairFairGoodGoodFO5770
March 201176.8GoodGoodGoodGoodFO20580
May 200976.8GoodGoodGoodGoodFO20580
April 200776.3GoodGoodGoodGoodFO27930
March 200576.5GoodGoodGoodGoodFO25070
March 200377.5GoodGoodGoodGoodFO7610
August 200177.5GoodGoodGoodGoodFO8180
April 199976.4GoodGoodGoodGoodFO26900
May 199676.4GoodGoodGoodGoodFO26900
December 199475.4GoodGoodGoodGoodFO26900
August 199277.1GoodGoodGoodGoodFO9700
August 199078.1GoodGoodGoodGoodFO9250