RENTON CONCESSION CULVERT. Site Number COUNTY ROAD 5, WOODHOUSE. 0.4 km S of Highway #3

Transcription

1 NORFOLK COUNTY RENTON CONCESSION CULVERT Site Number COUNTY ROAD 5, WOODHOUSE 0.4 km S of Highway #3

2 Ontario Structure Inspection Manual - Inspection Form Site Number: Inventory Data: Structure Name Renton Concession Culvert On Crossing Rail Road Navig. Water Main Hwy/Road # COCKSHUTT RD Type: Ped. Other Non-Navig. Water Under Hwy/Road Name COUNTY ROAD 5, WOODHOUSE Structure Location 0.4 km S of Highway #3 Latitude 42d 51' 21.6" W Longitude 80d 12' 45.4" W Heritage Not Cons. List/not Design. Owner(s) Norfolk County Designation: Cons./not App. Desig./not List Desig. & List MTO Region 30 Southwestern Road Class: Freeway Arterial Collector Local MTO District 31 London / Stratford Posted Speed 80 No. of Lanes 2 Old County 20 Norfolk AADT 2942 % Trucks Geographic Twp. 215 Woodhouse Inspection Route Sequence Structure Type 15 Rigid Frame, Vertical Legs Interchange Number Total Deck Length 3.7 (m) Interchange Overall Str. Width 36.8 (m) Min. Vertical Clearance 2.2 (m) Total Deck Area (m 2 ) Special Route Truck Emergency School Bicycle Roadway Width 14.2 (m) Detour Length Around Bridge 10 (km) Skew Angle 10 (Degrees) Direction of Structure East / West No. of Spans 1 Fill on Structure 4.5 (m) Span Length 3.1 (m) Historical Data: Year Built Last OSIM Inspection Year of Last Major Rehab. Last Evaluation Last Enhanced OSIM Inspection Current Load Limit / / (tonnes) Enhanced Access Equipment (ladder, boat, lift, etc.) Last Underwater Inspection Last Condition Survey Rehab History: 1963 (Date/description) May 28, 2014 Load Limit By-Law # By-Law Expiry Date Page 1

3 Ontario Structure Inspection Manual - Inspection Form Site Number: Field Inspection Information: Date of Inspection: July 29, 2016 Type of Inspection: OSIM Enhanced OSIM Inspector: Others in Party: Access Equipment Used: Weather: Jason Timmermans, B.Eng., EIT, G. Douglas Vallee Ltd. N/A Hammer, Binoculars, Measuring Tape, Camera, etc. Sunny Temperature: 25 o C Additional Investigation Required: Material Condition Survey Detailed Deck Condition Survey: Non-destructive Delamination Survey of Asphalt-Covered Deck: Concrete Substructure Condition Survey: Detailed Coating Condition Survey: Detailed Timber Investigation Post-Tensioned Strand Investigation Underwater Investigation: Fatigue Investigation: Seismic Investigation: Structure Evaluation: Monitoring Monitoring of Deformations, Settlements and Movements: Monitoring Crack Widths: Investigation Notes: None Priority Normal Urgent Overall Structure Notes: Recommended Work on Structure: None Minor Rehab. Replace Maintenance Major Rehab. Timing of Recommended Work: 1 to 5 years 6 to 10 years Overall Comments: Repairs to be made in 1-5 years. Date of next Inspection: July 29, 2018 Suspected Performance Deficiencies 01 Load carrying capacity 07 Bearing not uniformly loaded/unstable 12 Slippery surfaces 02 Excessive deformations (deflections & rotations) 08 Jammed expansion joint 13 Flooding/channel blockage 03 Continuing settlement 09 Pedestrian/vehicular hazard 14 Undermining of foundation 04 Continuing movements 10 Rough riding surface 15 Unstable embankments 05 Seized bearings 11 Deck drainage 16 Other Maintenance Needs 01 Lift and swing bridge maintenance 07 Repair to structural steel 13 Erosion control at bridges 02 Bridge cleaning 08 Repair of bridge concrete 14 Concrete sealing 03 Bridge handrail maintenance 09 Repair of bridge timber 15 Rout and seal 04 Painting steel bridge structures 10 Bailey bridges - maintenance 16 Bridge deck drainage 05 Bridge deck joint repair 11 Animal/pest control 17 Scaling (Loose concrete or ACR steel) 06 Bridge bearing maintenance 12 Bridge surface repair 18 Other Page 2

4 Ontario Structure Inspection Manual - Inspection Form Site Number: Rehabilitation Required: Rehab Replace Element Wearing Surface (Approaches) Posts Inlet Components Streams and Waterways Priority Urgent Within 1 yr 1-5 yrs 6-10 yrs Estimated Construction Cost Total Cost $0 Associated Work: Additional Investigations Traffic Management Utilities Road Allowance Environmental Assessment Engineering Other Contingencies Comments Estimated Construction Cost Total Cost $0 Justification: Notes: Construction Cost: Associated Work Cost: TOTAL Estimated Cost: $0 $0 $0 Page 3

5 Ontario Structure Inspection Manual - Inspection Form Site Number: Element Data Element Group: 1600 Approaches Length: Element Name: 1601 Wearing Surface (Approaches) Width: Location: Top of Fill Height: Material: Count: 1 Element Type: Total Quantity: 1 All Environment: Severe Limited Inspection: Protection System: None Perform. Deficiencies Condition Units Exc. Good Fair Poor Data: All Comments: Slopes are grass covered and stable. Transverse crack in asphalt above structure, rout and sealing is wearing. Recommended Work: Rehab Replace Maintenance Needs: Rout and Seal Timing: Urgent < 1yr 1-5 yr 6-10 yr Urgent 1 year 2 year Element Group: 400 Barriers Length: Element Name: 403 Posts Width: Location: Height: Material: 18 Wood Count: 2 Element Type: Total Quantity: m Environment: Limited Inspection: Protection System: Unknown Perform. Deficiencies Condition Units Exc. Good Fair Poor Data: m Comments: Cable is rusting. No hazard signs. Cable on the east side is loose and six (6) posts are missing cable connections. Recommended Work: Rehab Replace Maintenance Needs: Other Maintenance - Tighten Timing: Urgent < 1yr 1-5 yr 6-10 yr Urgent 1 year 2 year Element Group: 1200 Culverts Length: 3.7 Element Name: 1201 Inlet Components Width: 0.3 Location: West End Height: 2.2 Material: 4 Cast-in-place Concrete Count: 1 Element Type: Total Quantity: 2.4 sq.m Environment: Moderate Limited Inspection: Protection System: Unknown Perform. Deficiencies Condition Units Exc. Good Fair Poor Data: sq.m Comments: Delamination and deterioration. Localized honeycombing. Spalling on southwest corner (large). Recommended Work: Rehab Replace Maintenance Needs: Repair of Bridge Concrete Timing: Urgent < 1yr 1-5 yr 6-10 yr Urgent 1 year 2 year Page 4

6 Ontario Structure Inspection Manual - Inspection Form Site Number: Element Data Element Group: 1400 Embankments & Streams Length: Element Name: 1401 Streams and Waterways Width: Location: Height: Material: Count: 1 Element Type: Total Quantity: 1 All Environment: Protection System: Condition Data: Comments: Unknown Units Exc. Good Fair Poor All Limited Inspection: Perform. Deficiencies Recommended Work: Rehab Replace Maintenance Needs: Timing: Urgent < 1yr 1-5 yr 6-10 yr Urgent 1 year 2 year Page 5

7 Figure 1 North Approach Figure 2 South Approach

8 Figure 3 East Profile, Note Overgrowth Figure 4 West Profile

9 Figure 5 Upstream Figure 6 Downstream

10 Figure 7 Delamination and Efflorescence at Southeast Quadrant

11 Figure 8 Delamination at Southwest Quadrant Figure 9 Honeycombing at Northwest Quadrant

12 Figure 10 Deterioration Under Drains Figure 11 Narrow Crack in Soffit and South Wall

13 Figure 12 Wearing Surface, Note Transverse Crack Figure 13 Loose, Rusted Cable Guiderail