I-85 over RAMP SR13 SBL TO 403 SBL


+33.80600, -84.38179
33°48'22" N, 84°22'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-85 over RAMP SR13 SBL TO 403 SBL
Structure number:000000012105620
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:45.9 ft. [14.0 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:167.0 ft. [50.9 m]
Deck width edge-to-edge:170.6 ft. [52.0 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1984
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:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:233,200 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.8
Estimated cost of work:$931,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201584.8GoodGoodGoodGood-233200
July 201384.8GoodGoodGoodGood-233200
July 201186.1GoodVery GoodVery GoodGood-253980
October 200986.1GoodVery GoodVery GoodGood-253980
September 200786.3GoodVery GoodVery GoodGood-250730
August 200587.1Good----233400
August 200385.0Good----306200
October 200186.5Good----246200
October 199989.3Good----161800
August 199693.2Good----80787
August 199490.9Good----80787
November 199290.9Good----80787
October 199090.9GoodVery GoodVery GoodVery Good-80787