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S.R. 126 over MILL CREEK CHANNEL

Map 

Coordinates:
+39.20639, -84.46306
39°12'23" N, 84°27'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S.R. 126 over MILL CREEK CHANNEL
Structure number:3104923
Location:.33 MI EAST OF I-75
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:136.2 ft. [41.5 m]
Total length:362.9 ft. [110.6 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:52.8 ft. [16.1 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:3
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:44,150 [as of 2009]
Truck traffic:4% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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 deficientGoodGoodGood44150
October 201495.9Not deficientGoodGoodGood44150
July 201395.9Not deficientGoodGoodGood44150
October 201295.9Not deficientGoodGoodGood44150
August 201195.9Not deficientGoodGoodGood44150
December 201095.8Not deficientGoodGoodGood45000
October 200995.8Not deficientGoodGoodGood45000
November 200895.8Not deficientSatisfactoryGoodGood45000
October 200795.8Not deficientGoodGoodGood45000
November 200695.8Not deficientSatisfactoryVery GoodSatisfactory45000
September 200596.0Not deficientVery GoodVery GoodVery Good42400
November 200495.6Not deficientVery GoodVery GoodVery Good47220
December 200395.6Not deficientVery GoodVery GoodVery Good47220
November 200295.6Not deficientVery GoodVery GoodVery Good47220
January 200295.6Not deficientVery GoodVery GoodVery Good47220
November 200095.6Not deficientVery GoodVery GoodGood47220
December 199995.6Not deficientVery GoodGoodGood47220
October 199895.6Not deficientVery GoodGoodGood47220