+33.88135, -84.36497
33°52'53" N, 84°21'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 400 (SBL) over NANCY CREEK
Structure number:000000012107480
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:104.0 ft. [31.7 m]
Total length:421.9 ft. [128.6 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Skew angle:45°
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:5
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: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]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:64.4 tons [58.5 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:94.7
Estimated cost of work:$3,148,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201594.7GoodGoodVery GoodGood-113780
May 201394.7GoodGoodVery GoodGood-113780
May 201194.8GoodGoodVery GoodGood-111780
August 200994.7GoodGoodVery GoodGood-112460
June 200794.7GoodGoodVery GoodGood-113090
June 200594.8GoodGoodVery GoodGood-111720
June 200374.3GoodGoodVery GoodGoodFO111100
June 200166.0GoodGoodVery GoodGoodFO73900
October 199966.0GoodGoodVery GoodGood-73900
July 199666.0GoodVery GoodVery GoodVery Good-73900
November 199466.0GoodVery GoodVery GoodVery Good-73900
September 199366.0GoodVery GoodVery GoodVery Good-73900