+40.14167, -82.98611
40°08'30" N, 82°59'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR750 (POLARIS PW) over MIA RUN
Structure number:2104253
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:23.0 ft. [7.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:49,529 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.3 tons [42.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.4

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201679.4Good7 out of 10-49529
December 201580.0Good7 out of 10-44390
November 201480.0Good7 out of 10-44390
November 201380.0Good7 out of 10-44390
November 201279.8Good7 out of 10-46090
December 201179.8Good7 out of 10-46090
November 201079.8Good7 out of 10-46090
October 200911.0Good7 out of 10FO46090