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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.4,0454,0252000
Reinforced Concrete Decksq. ft.35,19235,184800
Wearing Surfacessq. ft.32,76532,765000
Steel Pin or Pin & Hangar Assemblyeach53200
Reinforced Concrete Columneach3028020
Reinforced Concrete Pier Walllinear ft.507507000
Reinforced Concrete Abutmentlinear ft.169169000
Reinforced Concrete Pier Caplinear ft.507507000
Strip Seal Jointlinear ft.130854500
Movable Bearingeach4035500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6181,45816000