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I-95 (SR-9) over HENDRICKS/KINGS/MONTANA

Map 

Coordinates:
+30.31361, -81.65250
30°18'49" N, 81°39'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-95 (SR-9) over HENDRICKS/KINGS/MONTANA
Structure number:720153
Location:I-95/HEND./KINGS/MONTANA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.0 ft. [37.5 m]
Total length:1407.2 ft. [428.9 m]
Roadway width between curbs:146.0 ft. [44.5 m]
Deck width edge-to-edge:149.9 ft. [45.7 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:150,000 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:68.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$150,000,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201568.3Structurally deficientPoorFairSatisfactory150000
December 201368.3Structurally deficientPoorFairSatisfactory147000
December 201168.3Structurally deficientPoorFairSatisfactory121000
December 200968.3Structurally deficientPoorFairSatisfactory172000
December 200769.3Structurally deficientPoorFairSatisfactory165600
December 200569.3Structurally deficientPoorSatisfactoryFair144500
December 200371.3Not deficientFairGoodFair168000
December 200171.3Not deficientFairGoodFair150000
December 199968.3Functionally obsoleteFairGoodFair130000
December 199771.2Not deficientFairGoodFair134500
December 199583.2Not deficientSatisfactoryVery GoodSatisfactory123000
November 199383.2Not deficientSatisfactoryVery GoodSatisfactory94220
January 199284.4Not deficientSatisfactoryVery GoodGood77288