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SR 400 (NBL) over CR 2499 + NANCY CRK TRIB

Map

Coordinates:
+33.86894, -84.36627
33°52'08" N, 84°21'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 400 (NBL) over CR 2499 + NANCY CRK TRIB
Structure number:000000012107450
Location:IN N ATLANTA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:109.9 ft. [33.5 m]
Total length:660.1 ft. [201.2 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Vertical clearance below bridge:75.1 ft. [22.9 m]
Owner:State Highway Agency [01]
Year built:1992
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:7
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:113,780 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:77.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201577.0GoodVery GoodVery GoodVery Good-113780
May 201377.0GoodVery GoodVery GoodVery Good-113780
April 201181.3GoodVery GoodVery GoodVery Good-112460
July 200981.3GoodVery GoodVery GoodVery Good-112460
June 200786.7GoodVery GoodVery GoodVery Good-113090
June 200586.8GoodVery GoodVery GoodVery Good-111720
June 200379.2GoodVery GoodVery GoodVery Good-111100
May 200170.5GoodVery GoodVery GoodVery Good-73900
October 199968.5GoodGoodVery GoodVery Good-73900
July 199678.0GoodVery GoodVery GoodVery Good-73900
November 199479.0GoodVery GoodVery GoodVery Good-73900
September 199379.0GoodVery GoodVery GoodVery Good-73900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,6204,620000
Deck
Reinforced Concrete Decksq. ft.43,09843,098000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.130130000
Reinforced Concrete Pier Caplinear ft.390390000
Joints
Pourable Jointlinear ft.1951306500
Compression Jointlinear ft.32565195650
Bearings
Elastomeric Bearingeach9898000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3201,320000