SPRINGHILL ROAD over I-75 @ 42.68N


+31.20000, -83.45333
31°11'60" N, 83°27'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SPRINGHILL ROAD over I-75 @ 42.68N
Structure number:000000007550570
Location:1.5 MI N OF SPARKS
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:129.9 ft. [39.6 m]
Total length:352.1 ft. [107.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:2007
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:4
Main spans material:Concrete [1]
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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:960 [as of 2011]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:84.5
Estimated cost of work:$2,063,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201684.5GoodGoodVery GoodGood-960
November 201483.5GoodGoodVery GoodGood-960
November 201286.5GoodVery GoodVery GoodVery Good-960
October 201093.0GoodVery GoodVery GoodVery Good-150
November 200893.0GoodExcellentExcellentExcellent-150