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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:22,075 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201595.9Not deficientSatisfactoryGoodGood22075
October 201495.9Not deficientSatisfactoryGoodGood22075
September 201395.9Not deficientSatisfactoryGoodGood22075
December 201295.9Not deficientGoodGoodGood22075
July 201195.9Not deficientGoodGoodGood22075
December 201095.8Not deficientSatisfactoryGoodGood22500
October 200995.8Not deficientGoodGoodGood22500
November 200895.8Not deficientSatisfactoryGoodGood22500
October 200795.8Not deficientSatisfactoryGoodGood22500
November 200695.8Not deficientSatisfactoryGoodGood22500
October 200596.0Not deficientGoodGoodGood21200
November 200496.0Not deficientGoodGoodGood21200
June 200396.4Not deficientVery GoodVery GoodVery Good18200
November 200295.4Not deficientGoodVery GoodGood18200
March 200195.4Not deficientGoodVery GoodGood18200
December 200095.4Not deficientGoodVery GoodGood18200
September 199995.4Not deficientGoodGoodGood18200
December 199889.4Not deficientGoodVery GoodGood61000
February 199789.4Not deficientVery GoodVery GoodVery Good61000
February 199689.7Not deficientGoodGoodGood61000
December 199489.7Not deficientGoodVery GoodGood61000
November 199289.7Not deficientExcellentExcellentExcellent61000
December 199189.7Not deficientExcellentExcellentExcellent61000
199289.7Not deficient---61000