I-270 SB over OVER CR-17 (MORSE ROAD)


+40.05722, -82.90333
40°03'26" N, 82°54'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-270 SB over OVER CR-17 (MORSE ROAD)
Structure number:2512297
Location:1.75 MI S OF SR-161
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:158.5 ft. [48.3 m]
Total length:162.7 ft. [49.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:51,482 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201688.9GoodExcellentExcellentExcellentFO51482
August 201586.7GoodExcellentExcellentExcellentFO74664
September 201486.7GoodExcellentExcellentExcellentFO74664
July 201386.7GoodExcellentExcellentExcellentFO74664
August 201286.7GoodExcellentExcellentExcellentFO74664
August 201186.7GoodExcellentExcellentExcellentFO74664
October 201086.3GoodExcellentExcellentExcellentFO77858
October 200986.3GoodExcellentExcellentExcellentFO77858
October 200886.3GoodExcellentExcellentExcellentFO77858
October 200786.3GoodExcellentExcellentExcellentFO77858