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SR 10 over SR 10 RAMP

Map 

Coordinates:
+33.76537, -84.35878
33°45'55" N, 84°21'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 10 over SR 10 RAMP
Structure number:000000012107610
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.9 ft. [26.5 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:76.4 ft. [23.3 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1994
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:3
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:24,670 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.3 tons [63.9 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.4
Estimated cost of work:$1,368,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201592.4Functionally obsoleteGoodVery GoodGood24670
January 201396.5Not deficientGoodVery GoodGood24670
January 201195.8Not deficientGoodVery GoodGood30250
January 200995.8Not deficientGoodVery GoodGood30250
October 200695.5Not deficientGoodVery GoodGood24690
December 200495.2Not deficientGoodVery GoodGood26480
December 200295.3Not deficientGoodVery GoodGood26300
February 200194.8Not deficientGoodVery GoodGood29200
July 199992.3Not deficientGoodVery GoodGood25100
October 199692.3Not deficientVery GoodVery GoodVery Good25100
March 199592.0Not deficientVery GoodVery GoodVery Good25100