Municipal Structure Inspection Form Structure Number: 5

Transcription

1 Inventory Data: Structure Name Keating Rd. Bridge Main Hwy/Road # On Under Crossing Type Non-navig water Road Name Keating Rd Structure Location 0.25 km west of Regional Rd 46 Latitude N Longitude W Owner(s) Township of Havelock-Belmont-Methuen Heritage Designation Not "Cons" Road Class: Local MTO Region Eastern MTO District Kingston Old County Peterborough Geographic Twp Belmont Structure Type Rigid Frame, Vertical legs Total Deck Length 5.90 Overall Str Width 6.15 Total Deck Area Roadway Width 5.65 Span Lengths 5.2 (sq. m) Posted Speed 0 No of Lanes 0 AADT 0 % Trucks 0 Special Routes: Transit Truck School Bicycle Detour Length Around Bridge Fill on Structure Skew Angle (km) (Degrees) Direction of Structure East/West No of Spans 1 Historical Data Year Built: Last Biennial Inspection: 5/3/2013 Current Load Limit: Load Limit By-Law #: By-Law Expiry Date: Min Vertical Clearance: (tonnes) Last BridgeMaster Inspection: Last Evaluation: Last Underwater Inspection: Last Condition Survey: Rehab History: (Date/description) Page 1 of 5

2 Field Inspection Information: Date of Inspection: 4/29/2015 Temperature: o 15 C Inspected By: D.M. Wills Associates Ltd. Inspector: Others in Party: Equipment Used: Weather: Ghassan Zanzoul, P.Eng Jesse Borges Camera, Hand Tools, Measuring Tape Sunny Additional Investigations Required: Estimated Cost Detailed Deck Condition Survey: 0 DART Survey 0 Detailed Coating Condition Survey: 0 Underwater Investigation: 0 Fatigue Investigation: 0 Seismic Investigation: 0 Structure Evaluation: 0 Load Posting:Estimated Load 0 Total Cost 0 Special Notes: Next Date Inspection: 4/29/2017 Suspected Performance Deficiencies Load carrying capacity 02 Excessive deformations (deflections rotations) 03 Continuing settlement 04 Continuing movements 05 Seized bearings 06 Bearing not uniformly loaded/unstable 07 Jammed expansion joint 08 Pedestrian/vehicular hazard 09 Rough riding surface 10 Surface ponding 11 Deck drainage 12 Slippery surfaces 13 Flooding/channel blockage 14 Undermining of foundation 15 Unstable embankments 16 Other Maintenance Needs 01 Lift and Swing Bridge Maintenance 02 Bridge Cleaning 03 Bridge Handrail Maintenance 04 Painting Steel Bridge Structures 05 Bridge Deck Joint Repair 06 Bridge Bearing Maintenance 07 Repair to Structural Steel 08 Repair of Bridge Concrete 09 Repair of Bridge Timber 10 Bailey Bridges - Maintenance 11 Animal/Pest Control 12 Bridge Surface Repair 13 Erosion Control at Bridges 14 Concrete Sealing 15 Rout and Seal 16 Bridge deck Drainage 17 Other Page 2 of 5

3 Element Data Approaches Length: 6 Wearing surface Width: 5.7 Each End Height: Gravel Count: 2 Total Quantity: Benign Condition Data: Units Exc Good Fair Poor Estimated Construction Cost: $0.00 Abutments Length: 6.15 Abutment walls Width: Each End Height: 1.1 Count: 2 Conventional closed Total Quantity: 13.5 Benign Condition Data: Units Exc Good Fair Poor Severe spalls and wide cracks were noted at S/E and S/W. Estimated Construction Cost: $0.00 Condition Data: Units Each Quadrant Excessive movement of N/E and S/E wingwalls and wide cracks at the joint with the abutment wall. Movement was noted at the N/W wingwall. Abutments Wingwalls Benign Exc Good Fair Poor 9.23 Length: 2.1 Width: Height: 1.1 Count: 4 Total Quantity: 9.23 Load carrying capacity Estimated Construction Cost: Page 3 of 5

4 Sidewalks/curbs Length: 9.2 Curbs Width: 0.3 Each Side Height: 0.38 Count: 2 Total Quantity: 19.5 Severe Condition Data: Units Exc Good Fair Poor Wide cracks and seperation was noted at N/E, N/W and S/E. Estimated Construction Cost: $0.00 Decks Length: 5.2 Soffit - Thick Slab Width: 6.15 Height: Count: 1 on supports Total Quantity: Benign Condition Data: Units Exc Good Fair Poor Delamination and wide cracks with efflorescent were noted Estimated Construction Cost: Decks Deck top on supports Severe Condition Data: Units Exc Good Fair Poor Length: 5.9 Width: 6.15 Height: Count: 1 Total Quantity: Generally in good condition - most area of the deck top is covered with gravel. Estimated Construction Cost: $0.00 Page 4 of 5

5 Associated Work Estimated Cost Approaches $0.00 Detours $0.00 Traffic Control $0.00 Utilities $0.00 Right of Way $0.00 Environmental Study $0.00 Other Engineering $0.00 Contingencies %15 $0.00 Total Estimated Const. Cost $0.00 Justification: Given the poor condition of the bridge, the replacement is the preferred option. However, Due to the limited use of the bridge it is recommeded to close the bridge. The bridge shall be monitored until its full closure. Page 5 of 5

6 OSIM Bridge Inspection Township of Havelock/Belmont/Methuen SITE PHOTOGRAPHS KEATING RD BRIDGE Photo 1: Looking North at Roadway over Bridge Photo 2: West Elevation D.M. Wills Associates Ltd. 1

7 OSIM Bridge Inspection Township of Havelock/Belmont/Methuen SITE PHOTOGRAPHS KEATING RD BRIDGE Photo 3: Wide Crack on East Curb Photo 4: Wide Crack on West Curb D.M. Wills Associates Ltd. 2

8 OSIM Bridge Inspection Township of Havelock/Belmont/Methuen SITE PHOTOGRAPHS KEATING RD BRIDGE Photo 5: Wide Crack at Southeast Wingwall Photo 6: Concrete Delamination and Wide Cracking on Soffit D.M. Wills Associates Ltd. 3

9 OSIM Bridge Inspection Township of Havelock/Belmont/Methuen SITE PHOTOGRAPHS KEATING RD BRIDGE Photo 7: Concrete Spalling and Wide Cracking at North Abutment Photo 8: Concrete Spalling and Wide Cracking at South Abutment D.M. Wills Associates Ltd. 4