RYERSE BRIDGE - Norfolk County, Ontario...Municipal Structure Inspection Form NORFOLK COUNTY RYERSE...
Transcript of RYERSE BRIDGE - Norfolk County, Ontario...Municipal Structure Inspection Form NORFOLK COUNTY RYERSE...
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Municipal Structure Inspection Form NORFOLK COUNTY
RYERSE BRIDGE
Site Number 010039
MILL ROAD (CONCESSION 2), WOODHOUSE
1.13 km E of County Road 5
G. Douglas Vallee Limited
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Ontario Structure Inspection Manual - Inspection Form Site Number:
Inventory Data:
Structure Name Ryerse Bridge
X On Rail Road Navig. Water
Main Hwy/Road # Ped. Other X Non-Navig. Water
Under
Hwy/Road Name MILL ROAD (CONCESSION 2), WOODHOUSE
Structure Location 1.13 km E of county road 5
Latitude Longitude
X Not Cons. List/not Design.
Owner(s) Cons./not App. Desig./not List
MTO Region 30 Road Class: Freeway Arterial Collector Local
MTO District 31 Posted Speed No. of Lanes
Old County 20 AADT % Trucks
Geographic Twp. 215 Inspection Route Sequence
Structure Type 6 Interchange Number
Total Deck Length 35.7 (m) Interchange Structure Number
Overall Str. Width 11 (m) Min. Vertical Clearance (m)
Total Deck Area 392.7 (m2) Special Route Truck Emergency - School Bicycle
Roadway Width 9.6 (m) Detour Length Around Bridge (km)
Skew Angle 10 (Degrees) Direction of Structure
No. of Spans 2 Fill on Structure (m)
Span Length 2 @ '17.5 (m)
Historical Data:
Year Built Year of Last Major Rehab.
Last OSIM Inspection Last Evaluation
Last Enhanced OSIM Inspection Current Load Limit / / (tonnes)
Enhanced Access Equipment
(ladder, boat, lift, etc.)
Last Underwater Inspection By-Law Expiry Date
Last Condition Survey
Rehab History: (Date/description)
Desig.
& List
42d 48' 04" N
I-Beam or Girders
CON 2 WOODHOUSE
010039
Southwestern
London / Stratford
Crossing
Type:
Norfolk
80d 11' 03" W
2
Norfolk County
Heritage
Designation:
80
East / West
8
0
172
Woodhouse
May 27, 2014
1980
Load Limit By-Law #
G. Douglas Vallee Limited
Page 1
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Site Number:
Field Inspection Information:
Type of Inspection: X OSIM Enhanced OSIM
oC
Urgent
Material Condition Survey
X
X
X
X
X
X
X
X
Investigation Notes:
Overall Structure Notes:
None Minor Rehab. Replace
X Maintenance Major Rehab.
Timing of Recommended Work: 1 to 5 years 6 to 10 years
Overall Comments:
Date of next Inspection:
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
Ontario Structure Inspection Manual - Inspection Form
X
Monitoring Crack Widths:
010039
X
X
X
X
X
X
X
Date of Inspection:
Inspector:
Others in Party:
X
X
July 20, 2016
Concrete Substructure Condition Survey:
Post-Tensioned Strand Investigation
Ben Buchwald M.Eng., EIT, G. Douglas Vallee Ltd.
N/A
Hammer, Binoculars, Measuring Tape, Camera, etc.
26
Access Equipment Used:
Sunny Weather:
Temperature:
Monitoring of Deformations, Settlements and Movements:
Detailed Coating Condition Survey:
Detailed Timber Investigation
Recommended Work on Structure:
July 20, 2018
Underwater Investigation:
Fatigue Investigation:
Structure Evaluation:
Monitoring
X
X
Seismic Investigation:
Detailed Deck Condition Survey:
Non-destructive Delamination Survey of Asphalt-Covered Deck:
PriorityAdditional Investigation Required:
None Normal
G. Douglas Vallee Limited
Page 2
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Ontario Structure Inspection Manual - Inspection Form Site Number:
Rehab Replace
Bearings
Abutment Walls
Wearing Surface (Approaches)
Railing System
Girders
Drainage
Deck Top
Embankments
Slope Protections
Seals/Sealants
Shafts/Columns/Pile Bents
Slope Protections
Total Cost $0
Associated Work:
Estimated
Construction
Cost
Additional Investigations
Traffic Management
Utilities
Road Allowance
Environmental Assessment
Engineering
Other
Contingencies
Total Cost $0
Notes: Construction Cost:Associated Work Cost:
010039
Rehabilitation Required:Element
Priority Estimated
Construction
CostUrgent Within 1 yr 1-5 yrs 6-10 yrs
Comments
Justification:
$0
$0
$0TOTAL Estimated Cost:
G. Douglas Vallee Limited
Page 3
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Ontario Structure Inspection Manual - Inspection Form Site Number:
Element Data
Element Group: Abutments Length:
Element Name: Bearings Width:
Location: Under Girders Height:
Material: Count:
Element Type: Elastomeric Pad Total Quantity: Each
Environment: Benign Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year X 2 year
Element Group: Abutments Length:
Element Name: Abutment Walls Width:
Location: East and West End Height:
Material: Cast-in-place Concrete Count:
Element Type: Total Quantity: sq.m
Environment: Benign Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year 2 year
Element Group: Approaches Length:
Element Name: Wearing Surface (Approaches) Width:
Location: Height:
Material: Asphalt Count:
Element Type: Total Quantity: Each
Environment: Severe Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year X 2 year
Perform. Deficiencies
Perform. Deficiencies
Perform. Deficiencies
Vertical hairline cracks in both abutments throughout .
Recommended Work: Maintenance Needs:
Condition
Data:
1600
1601
None
0 0
Wearing surface has cracks & patching along expansion joints.
Recommended Work: Maintenance Needs: Rout and Seal
Condition
Data:
Units Exc. Good Fair Poor
Each 0 2
Unknown
2
Poor
sq.m 0 35.6 8.4 0
Units Exc. Good Fair
Recommended Work: Maintenance Needs: Concrete Sealing
901
4
44
2
2
900
0 285 0 0
Hairline cracking at wingwalls around bearing location.
11
None
Condition
Data:
Units Exc. Good Fair Poor
Each
010039
900
904
28
28
2
2
G. Douglas Vallee Limited
Page 4
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Ontario Structure Inspection Manual - Inspection Form Site Number:
Element Data
Element Group: Barriers Length:
Element Name: Railing System Width:
Location: North and South Height:
Material: Cast-in-place Concrete Count:
Element Type: Parapet Wall with Single Railing Total Quantity: m
Environment: Severe Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year X 2 year
Element Group: Beam / MLE Length:
Element Name: Girders Width:
Location: Height:
Material: Precast Concrete Count:
Element Type: I-type Total Quantity: m
Environment: Benign Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year 2 year
Element Group: Decks Length:
Element Name: Drainage Width:
Location: Through Deck Height:
Material: Steel Count:
Element Type: Metal Drain Pipes Total Quantity: Each
Environment: Severe Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year 2 year
Recommended Work: Maintenance Needs:
Minor surface corrosion at ends.
Perform. Deficiencies
Condition
Data:
Units Exc. Good Fair Poor
Each 0 4 0 0
4 4
Includes all precast concrete I-beams and diaphragms.
Recommended Work: Maintenance Needs:
106
14 4
100
m 0 238 0 0
None Perform. Deficiencies
Condition
Data:
Units Exc. Good Fair Poor
238
Southeast railing cap missing. Various small areas of impact damage and areas with exposed reinforcement. Localized areas of small
spalls and cracking on curbs.
Recommended Work: Maintenance Needs: Repair of Bridge Concrete
501
12 14
500 17
m 0 0 92 2
PoorCondition
Data:
Units Exc. Good Fair
Perform. Deficiencies
010039
400 47
402 0.2
0.8
4 2
94
G. Douglas Vallee Limited
Page 5
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Ontario Structure Inspection Manual - Inspection Form Site Number:
Element Data
Element Group: Decks Length:
Element Name: Deck Top Width:
Location: Top of girders Height:
Material: Cast-in-place Concrete Count:
Element Type: Cast-in-place Concrete on Supports Total Quantity: sq.m
Environment: Severe Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year X 2 year
Element Group: Embankments & Streams Length:
Element Name: Embankments Width:
Location: Height:
Material: Count:
Element Type: Total Quantity: Each
Environment: Benign Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year 2 year
Element Group: Embankments & Streams Length:
Element Name: Slope Protections Width:
Location: North and south wall and in front of abutment wallHeight:
Material: Count:
Element Type: Total Quantity: Each
Environment: Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year 2 year
Recommended Work: Maintenance Needs:
Perform. Deficiencies
Condition
Data:
Units Exc. Good Fair Poor
Each 0 1 0 0
1
Excessive vegetation.
Recommended Work: Maintenance Needs:
1403
1
1400
Each 0 1 0 0
Unknown Perform. Deficiencies
Condition
Data:
Units Exc. Good Fair Poor
1
Super-elevated to south. Exposed concrete deck, two patch potholes and one small pothole forming.
Recommended Work: Maintenance Needs: Bridge Concrete Repair
1402
1
1400
sq.m 0 392.6 0.1 0
PoorCondition
Data:
Units Exc. Good Fair
None Perform. Deficiencies
010039
100 35.7
102 11
4 1
392.7
G. Douglas Vallee Limited
Page 6
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Ontario Structure Inspection Manual - Inspection Form Site Number:
Element Data
Element Group: Joints Length:
Element Name: Seals/Sealants Width:
Location: East and West End of Deck Height:
Material: Count:
Element Type: Joint Embedded in Elastomeric Concrete Total Quantity: m
Environment: Severe Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year 2 year
Element Group: Piers Length:
Element Name: Shafts/Columns/Pile Bents Width:
Location: Midspan Height:
Material: Cast-in-place Concrete Count:
Element Type: Concrete Rectangular Columns with Cap Total Quantity: sq.m
Environment: Moderate Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year 2 year
Element Group: Embankments & Streams Length:
Element Name: Slope Protections Width:
Location: North and south Height:
Material: Count:
Element Type: Total Quantity: Each
Environment: Limited Inspection:
Protection System:
Comments:
Rehab Replace
Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year X 2 year
Recommended Work: Maintenance Needs: Erosion Control at Bridge
Regrade slopes to drain away from wingwall tops. - Suspected cause of deterioration of quadrants.
Perform. Deficiencies
Condition
Data:
Units Exc. Good Fair Poor
Each 0 0 0 1
1
There is a vertical crack on both the east and west face of the pier above the water level.
Recommended Work: Maintenance Needs:
1403
1
1400
sq.m 0 48 0 0
None Perform. Deficiencies
Condition
Data:
Units Exc. Good Fair Poor
48
Joints are armoured compression - need cleaning of debris. Concrete deteriorated at joints, curb and parapet. Wearing surface is
cracking at joints. Joint seals are slightly separating in small localized areas on both approaches.
Recommended Work: Maintenance Needs:
1001 12
2
4 2
1000
m 0 22 0 0
PoorCondition
Data:
Units Exc. Good Fair
None Perform. Deficiencies
010039
200 11
201
2
22
G. Douglas Vallee Limited
Page 7
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 1 East Approach
Figure 2 West Approach
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 3 North Profile
Figure 4 South Profile
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 5 Upstream
Figure 6 Downstream
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 7 East Abutment
Figure 8 West Abutment
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 9 East Soffit
Figure 10 West Soffit
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 11 East Face of Pier
Figure 12 Centre Pier
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 13 West Face of Pier
Figure 14 Impact Damage with Exposed Rebar at Northeast Quadrant
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 15 Localized Areas of Minor Delamination on Northeast Wingwall
Figure 16 Small Pop-Out with Exposed Rebar on east Diaphragm
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 17 Typical Bearing
Figure 18 Vertical Crack in Centre Pier
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 19 Impact Damage on South Barrier with Exposed Rebar
Figure 20 Missing Barrier Cap at Southwest Quadrant
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 21 Typical Deck Drains
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 22 Patch Pothole on Deck
Figure 23 Small Pothole Forming on Deck
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 24 East Joint
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 25 West Joint
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Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 010039
Date Printed: August 9, 2016 G. Douglas Vallee Limited
Figure 26 Spall and Deterioration on Curb at West Joint
Figure 27 Date Stamp