victoria street, simcoeontario structure inspection manual - inspection form site number: inventory...

Municipal Structure Inspection Form NORFOLK COUNTY

VICTORIA STREET BRIDGE

Site Number 000004

VICTORIA STREET, SIMCOE

0.05km E of Pond Street

G. Douglas Vallee Limited

Ontario Structure Inspection Manual - Inspection Form Site Number:

Inventory Data:

Structure Name Victoria Street Bridge

X On Rail Road Navig. WaterMain Hwy/Road # Ped. Other X Non-Navig. Water

Under

Hwy/Road Name VICTORIA STREET, SIMCOE

Structure Location 0.05km E of Pond Street

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 26 Interchange Number

Total Deck Length 16.2 (m) Interchange Structure Number

Overall Str. Width 16.5 (m) Min. Vertical Clearance (m)

Total Deck Area 267.3 (m2) Special Route Truck Emergency X School Bicycle

Roadway Width 13.4 (m) Detour Length Around Bridge (km)

Skew Angle (Degrees) Direction of Structure

No. of Spans 1 Fill on Structure (m)

Span Length 15.2 (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)

Load Limit By-Law #

July 10, 2014

1971

East / West

6

0

7263

Woodhouse

Desig. & List

42d 50' 04" N

Solid Slab

VICTORIA ST

000004

Southwestern

London / Stratford

Crossing Type:

Norfolk

80d 17' 58.3" W

2

Norfolk CountyHeritage

Designation:

50


Page 1

Site Number:

Field Inspection Information:

Type of Inspection: X OSIM Enhanced OSIM

oC

UrgentMaterial Condition Survey

XXXXXX

XX

Investigation Notes:

Overall Structure Notes:

None X Minor Rehab. Replace Maintenance Major Rehab.

Timing of Recommended Work: X 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 surfaces02 Excessive deformations (deflections & rotations) 08 Jammed expansion joint 13 Flooding/channel blockage03 Continuing settlement 09 Pedestrian/vehicular hazard 14 Undermining of foundation04 Continuing movements 10 Rough riding surface 15 Unstable embankments05 Seized bearings 11 Deck drainage 16 Other

Maintenance Needs

01 Lift and swing bridge maintenance 07 Repair to structural steel 13 Erosion control at bridges02 Bridge cleaning 08 Repair of bridge concrete 14 Concrete sealing03 Bridge handrail maintenance 09 Repair of bridge timber 15 Rout and seal04 Painting steel bridge structures 10 Bailey bridges - maintenance 16 Bridge deck drainage05 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

Seismic Investigation:

Detailed Deck Condition Survey:Non-destructive Delamination Survey of Asphalt-Covered Deck:

PriorityAdditional Investigation Required: None Normal

Monitoring of Deformations, Settlements and Movements:

Detailed Coating Condition Survey:Detailed Timber Investigation

Recommended Work on Structure:

July 12, 2018

Underwater Investigation:Fatigue Investigation:

Structure Evaluation:Monitoring

XX

July 12, 2016

Concrete Substructure Condition Survey:

Post-Tensioned Strand Investigation

Johnathan McMorrow, G. Douglas Vallee Ltd.

Andrew Vallee

Hammer, Binoculars, Measuring Tape, Camera, etc.

27

Access Equipment Used:

Sunny Weather:

Temperature:

Monitoring Crack Widths:

000004

XXXXXXX

Date of Inspection:

Inspector:

Others in Party:

X

X

Ontario Structure Inspection Manual - Inspection Form

X


Page 2


Rehab ReplaceAbutment WallsApproaches Drainage (app)Barrier/Parapet WallsPosts

X Soffit Thick slab XX Wearing Surface X

EmbankmentsFoundation (below ground level)

X Seals/Sealants XWalls Wearing Surface

Total Cost $0

Associated Work:Estimated

Construction Cost

Additional InvestigationsTraffic ManagementUtilitiesRoad AllowanceEnvironmental AssessmentEngineeringOtherContingencies

Total Cost $0

Notes: Construction Cost:Associated Work Cost:

Comments

Justification:

$0$0

$0TOTAL Estimated Cost:

Priority Estimated Construction

CostUrgent Within 1 yr 1-5 yrs 6-10 yrs

000004

Rehabilitation Required:Element


Page 3


Element Data

Element Group: Abutments Length:Element Name: Abutment Walls Width:Location: East and West Ends Height:Material: Cast-in-place Concrete Count:Element Type: 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: Approaches Length:Element Name: Approaches Drainage (app) Width:Location: All four (4) quadrants Height:Material: Cast-in-place Concrete Count:Element Type: Total Quantity: Each

Environment: Severe Limited Inspection:

Protection System:

Comments:

Rehab Replace


Element Group: Barriers Length:Element Name: Barrier/Parapet Walls Width:Location: North Height:Material: Count:Element Type: Total Quantity: m


Protection System:

Comments:

Rehab Replace


X

422

21

000004

900901

4105.6

16.53.22

UnknownCondition Data:

Units Exc. Good Fair Poorsq.m

1600

0 105.6 0 0

Limited access. Staining at abutment drains.

Recommended Work: Maintenance Needs:

1603

41

1

PoorEach 0 1 0 0Units Exc. Good Fair

Unknown

14

Inside and outside faces included and all four (4) end posts. No hazard signs on conc. end posts.


Condition Data:

Units Exc. Good Fair Poorm 0 0

Perform. Deficiencies



Approach needs repave.


Condition Data:

400401

Unknown

28


Page 4


Element Data

Element Group: Barriers Length:Element Name: Posts Width:Location: Top of Curb Height:Material: Aluminium Count:Element Type: Total Quantity: m


Protection System:

Comments:

Rehab Replace


Element Group: Decks Length:Element Name: Soffit Thick slab Width:Location: N and S side Height:Material: Cast-in-place Concrete Count:Element Type: Total Quantity: sq.m


Protection System:

Comments:

Rehab X Replace

Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr X Urgent 1 year X 2 year

Element Group: Decks Length:Element Name: Wearing Surface Width:Location: Top of Deck Height:Material: Asphalt Count:Element Type: Total Quantity: sq.m


Protection System:

Comments:

Rehab X Replace

Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr X Urgent 1 year 2 year

Unknown Perform. Deficiencies

000004

400 18403 1.75

11 2

36

Condition Data:

Units Exc. Good Fair

100 16.2

m 0 36 0 0Poor

9.7

Two (2) posts top cap missing west side. Surface corrosion at post bottoms and tops.


1040.3

4 2

Unknown Perform. DeficienciesCondition Data:

Units Exc. Good Fair Poor

100 16.2

sq.m 0 8 0 1.7

267.3

Repairs required on South fascia. Many spall and areas of delamination with exposed rebar. Limited inspection due to access.

Recommended Work: Maintenance Needs: Repair of Bridge Concrete

101 16.5

2 1

Strip, waterproof and pave. No drains (water flows west to St. South)


Units Exc. Good Fair Poorsq.m 0 0 133.7 133.7



Page 5


Element Data

Element Group: Embankments & Streams Length:Element Name: Embankments Width:Location: Height:Material: Count:Element Type: Total Quantity: Each

Environment: Limited Inspection:

Protection System:

Comments:

Rehab Replace


Element Group: Foundations Length:Element Name: Foundation (below ground level) Width:Location: Height:Material: Count:Element Type: Total Quantity:

Environment: Limited Inspection:

Protection System:

Comments:

Rehab Replace


Element Group: Joints Length:Element Name: Seals/Sealants Width:Location: West Height:Material: Count:Element Type: Paved Over Total Quantity: m


Protection System:

Comments:

Rehab X Replace

Timing: Urgent < 1yr 1 - 5 yr X 6 - 10 yr Urgent 1 year 2 year


000004

14001402

11

Condition Data:


1300 16.5

Each 0 1 0 0Poor

Steel retaining wall on all 4 quadrants in good condition. Remove garbage from stream.


1301

XUnknown Perform. Deficiencies

Condition Data:

Units Exc. Good Fair Poor

200 16.5

16.5

Limited inspection. Not visible.


201

1

Repair expansion joint within 5 years.


Units Exc. Good Fair Poorm 0 14.0 2.5 0



Page 6


Element DataElement Group: Retaining Walls Length:Element Name: Walls Width:Location: All four (4) quadrants Height:Material: Cast-in-place Concrete Count:Element Type: Total Quantity: sq.m


Protection System:

Comments:

Rehab Replace


Element Group: Decks Length:Element Name: Wearing Surface Width:Location: Height:Material: Asphalt Count:Element Type: Total Quantity: sq.m


Protection System:

Comments:

Rehab Replace

Timing: Urgent < 1yr 1 - 5 yr 6 - 10 yr Urgent 1 year X 2 year


000004

1100 0.51101 0.5

4 20.5

Condition Data:


100 46.9

sq.m 0 0 0.5 0Poor

398.7

Spall with exposed rebar on concrete curbs.


101 8.5

2 1


Units Exc. Good Fair Poorsq.m 0 0 398 0.7

Cracking along centerline of road.

Recommended Work: Maintenance Needs: Rout and Seal


Page 7

Municipal Structure Inspection Form Structure Number NORFOLK COUNTY 000004

Date Printed: August 4, 2016 G. Douglas Vallee Limited

Figure 1 East Approach

Figure 2 West Approach



Figure 3 North Profile

Figure 4 South Profile



Figure 5 Upstream

Figure 6 Downstream



Figure 7 East Abutment

Figure 8 West Abutment



Figure 9 Large Spall at South West Corner

Figure 10 Large Spall with Exposed Joint at South East Corner



Figure 11 Large Spall and Delamination at Northwest Quadrant

Figure 12 Large Spalls throughout South Fascia



Figure 13 Typical Retaining wall at Embankments

Figure 14 East Expansion Joint



Figure 15 West Joint

Figure 16 Deterioration of Sidewalk with Exposed Rebar, South



Figure 17 Loose Utility Cable on North Fascia

Figure 18 Map Cracking in Wearing Surface, East Approach



Figure 19 Severe Sidewalk Deterioration

Figure 20 Missing End Caps, Typical



Figure 21 Transverse Crack in Deck Wearing Surface

Figure 22 Longitudinal Crack in Centerline of Deck Wearing Surface



Figure 23 Impact Damage on South Railing

Figure 24 Geodetic Benchmark

victoria street, simcoeontario structure inspection manual - inspection form site number: inventory...

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