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USR42 over BIG CREEK& NSC RR& CSX R

Map

Coordinates:
+41.44444, -81.70306
41°26'40" N, 81°42'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR42 over BIG CREEK& NSC RR& CSX R
Structure number:1803271
Location:APPROX .5 MI N SR176
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:139.1 ft. [42.4 m]
Total length:1714.0 ft. [522.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:66.9 ft. [20.4 m]
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:18
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,156 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201677.7FairSatisfactoryGoodSatisfactory-18156
June 201576.6FairSatisfactoryGoodSatisfactory-22020
September 201476.6FairSatisfactoryGoodSatisfactory-22020
May 201376.6FairSatisfactoryGoodSatisfactory-22020
December 201274.6FairSatisfactorySatisfactorySatisfactory-22020
August 201174.6FairSatisfactorySatisfactorySatisfactory-22020
September 201074.7FairSatisfactorySatisfactorySatisfactory-21400
June 200974.7FairSatisfactorySatisfactorySatisfactory-21400
August 200874.7FairSatisfactorySatisfactorySatisfactory-21400
September 200743.6PoorSatisfactorySatisfactoryPoorSD21400
June 200643.6PoorGoodSatisfactoryPoorSD21400
May 200562.5FairGoodSatisfactoryFair-21400
August 200463.2FairGoodSatisfactoryFair-19530
May 200263.2FairSatisfactorySatisfactoryFair-19530
April 200073.6FairSatisfactoryGoodSatisfactory-32170
August 199973.6FairSatisfactoryGoodSatisfactory-32170
September 199873.6FairSatisfactoryGoodSatisfactory-32170
June 199673.6FairGoodGoodSatisfactory-32170
October 199574.0GoodGoodGoodGood-32170
July 199474.0FairSatisfactorySatisfactorySatisfactory-32170
September 199373.5GoodGoodGoodGood-33800
October 199273.5GoodGoodGoodGood-33800
May 199173.5GoodVery GoodExcellentVery Good-33800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.13,76513,07668900
Deck
Reinforced Concrete Decksq. ft.120,557113,3236,0281,2060
Wearing Surfacessq. ft.89,12883,7814,4568910
Substructure
Reinforced Concrete Columneach5649520
Reinforced Concrete Pier Walllinear ft.1,1961,018119590
Reinforced Concrete Abutmentlinear ft.141134700
Reinforced Concrete Pier Caplinear ft.1,1961,065119120
Joints
Compression Jointlinear ft.4223764204
Bearings
Movable Bearingeach186939300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,4282,9153421710