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RALPH MCGILL BLVD over I-75 RAMP TO COURTLAND

Map 

Coordinates:
+33.76429, -84.38398
33°45'51" N, 84°23'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RALPH MCGILL BLVD over I-75 RAMP TO COURTLAND
Structure number:000000012106650
Location:IN ATALNTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:86.9 ft. [26.5 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:2,830 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.8
Estimated cost of work:$788,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201578.8Functionally obsoleteSatisfactoryVery GoodVery Good2830
May 201378.8Functionally obsoleteSatisfactoryVery GoodVery Good2830
May 201180.8Functionally obsoleteGoodVery GoodVery Good2830
August 200980.8Functionally obsoleteGoodVery GoodVery Good2830
June 200780.8Functionally obsoleteGoodVery GoodVery Good2800
June 200580.8Functionally obsoleteGoodVery GoodVery Good2770
June 200380.5Functionally obsoleteGoodVery GoodVery Good7610
July 200178.3Functionally obsoleteGoodVery GoodVery Good11550
August 199978.3Functionally obsoleteGoodVery GoodVery Good11550
June 199678.3Functionally obsoleteVery GoodVery GoodVery Good11550
July 199477.9Not deficientVery GoodVery GoodVery Good11550
March 199477.9Not deficientVery GoodVery GoodVery Good11550
December 199177.9Not deficientVery GoodVery GoodVery Good11550