SR 126 over I-75/MILL CREEK


+39.20944, -84.46000
39°12'34" N, 84°27'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 126 over I-75/MILL CREEK
Structure number:3118630
Location:WB SR126 OVER NB I-75
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:129.9 ft. [39.6 m]
Total length:809.1 ft. [246.6 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,865 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201698.0GoodGoodGoodGood-6865
June 201595.9FairSatisfactoryGoodGood-22075
October 201495.9FairSatisfactoryGoodGood-22075
September 201395.9FairSatisfactoryGoodGood-22075
December 201295.9GoodGoodGoodGood-22075
July 201195.9GoodGoodGoodGood-22075
December 201095.8FairSatisfactoryGoodGood-22500
October 200995.8GoodGoodGoodGood-22500
November 200895.8FairSatisfactoryGoodGood-22500
October 200795.8FairSatisfactoryGoodGood-22500
November 200695.8FairSatisfactoryGoodGood-22500
October 200596.0GoodGoodGoodGood-21200
November 200496.0GoodGoodGoodGood-21200
June 200396.4GoodVery GoodVery GoodVery Good-18200
November 200295.4GoodGoodVery GoodGood-18200
March 200195.4GoodGoodVery GoodGood-18200
December 200095.4GoodGoodVery GoodGood-18200
September 199995.4GoodGoodGoodGood-18200
December 199889.4GoodGoodVery GoodGood-61000
February 199789.4GoodVery GoodVery GoodVery Good-61000
February 199689.7GoodGoodGoodGood-61000
December 199489.7GoodGoodVery GoodGood-61000
November 199289.7GoodExcellentExcellentExcellent-61000
December 199189.7GoodExcellentExcellentExcellent-61000