+41.03861, -81.95500
41°02'19" N, 81°57'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 224 over CAMEL CREEK
Structure number:5206669
Location:2.31 MILES WEST OF US 42
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:47.6 ft. [14.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,104 [as of 2015]
Truck traffic:18% 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:71.9 tons [65.4 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:94.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201694.5FairSatisfactoryGoodGood-5104
October 201594.5FairSatisfactoryGoodGood-5045
September 201494.2FairSatisfactoryGoodGood-5045
August 201394.2GoodGoodGoodGood-5045
August 201292.2GoodGoodGoodGood-5045
August 201192.2GoodGoodGoodGood-5045
August 201092.1GoodGoodGoodGood-5685
August 200992.2GoodGoodGoodGood-5685
August 200892.2GoodGoodGoodVery Good-5685
November 200792.2GoodGoodGoodVery Good-5175
December 200692.2GoodVery GoodVery GoodVery Good-5175
December 200592.2GoodVery GoodVery GoodVery Good-5175
December 200492.2GoodVery GoodVery GoodVery Good-5440
September 200392.2GoodVery GoodVery GoodVery Good-5440
May 200292.2GoodVery GoodVery GoodVery Good-5440
May 200094.2GoodVery GoodVery GoodVery Good-5440
May 199994.4GoodVery GoodVery GoodVery Good-3496
April 199894.4GoodVery GoodVery GoodVery Good-3496
May 199794.4GoodVery GoodVery GoodVery Good-3496
July 199694.4GoodVery GoodVery GoodVery Good-3496
August 199594.4GoodVery GoodVery GoodVery Good-3496
July 199494.4GoodVery GoodVery GoodVery Good-3496
June 199394.4GoodVery GoodVery GoodVery Good-3496
August 199294.5GoodVery GoodVery GoodVery Good-3189
June 199194.5GoodVery GoodVery GoodVery Good-3189

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.64061413130
Steel Protective Coatingsq. ft.6,9006,6241381380
Reinforced Concrete Decksq. ft.5,1243,7161,40800
Wearing Surfacessq. ft.5,1204,9161025151
Reinforced Concrete Pier Walllinear ft.4032800
Reinforced Concrete Abutmentlinear ft.8072800
Reinforced Concrete Pier Caplinear ft.8072800
Strip Seal Jointlinear ft.80561680
Movable Bearingeach2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2562055100