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CITY OF TIMMINS

BY- LAW NO 2013-7432

BEING A BY- LAW to authorize The Corporation of the City of Timmins to enter into anagreement with Greer Galloway Group respecting bridge and culvert inspections, in the City ofTimmins.

WHEREAS Council of The Corporation of the City of Timmins considers it desirable to enter intosuch an agreement with Greer Galloway Group.

NOW THEREFORE THE Council of The Corporation of the City of Timmins enacts the followingas a By-law:

1. THAT The Corporation of the City of Timmins enter into an agreement with GreerGalloway Group respecting bridge and culvert inspections, in the City of Timmins, for thesum of $71, 804.00 + HST, a copy of which agreement is attached hereto and marked asSchedule "A" to this By- law.

2. THAT the Mayor and Clerk be and are hereby authorized to execute the said agreementon behalf of the Corporation and to affix thereto the Official Seal of the Corporation.

READ a first, second and third time and finally passed this 7th day of August, 2013.

MAYOR

CLERK

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Proposal for

Bridges and Culverts

Structural Inspections

ENG # 2013-08

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THE GREER GALLOWAY GROUP INC. THE CORPORATION OF THE

ENGINEERS AND PLANNERS CITY OF TIMMINSJa GENERAL DELIVERY 220 ALGONQUIN BOULEVARD

1620 WALLBRIDGE- LOYALIST ROAD EAST

R. R.# 5 TIMMINS, ONTARIO

BELLEVILLE, ONTARIO P4N 1B3

K8N 4Z5 TEL. (705) 360-2600

TEL. (613) 966- 3068

FAX. (613)966- 3087CONTACT PERSON: JENNIFER YOUNG

EMAIL: [email protected]

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CITY OF TIMMINS PAGE 1

Proposal for Bridges and Culverts Structural Inspections

Table of Contents

1. INTRODUCTION AND UNDERSTANDING OF RFP OBJECTIVES 2

1. 1 Overview 2

1. 2 Scope of Work 3

1. 3 Documents 5

2. EXPERIENCE OF FIRM 6

2. 1 Company Profile 6

2. 2 Reference Projects 6

3. QUALIFICATIONS AND EXPERIENCE OF TEAM MEMBERS 8

4. APPROACH AND METHODOLOGY 10

5. PROPOSED WORK PLAN AND SCHEDULE 11

6. ADDITIONAL INFORMATION 12

6. 1 Quality Assurance and Control 12

6. 2 Insurance 12

6. 3 Health and Safety 12

6. 4 Summary 12

ENVELOPE 2: FINANCIAL PROPOSAL

APPENDIX Al — References

APPENDIX A2 — Team Members' Resumes

APPENDIX A3 — Organizational Chart

APPENDIX A4 — Schedule and Contribution Matrix

APPENDIX A5 — Proponent's Insurance Information & WSIB

APPENDIX A6 — Complete Copy of the RFP Complete with Signatures

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P 1. INTRODUCTION AND UNDERSTANDING OF RFP OBJECTIVES

1. 1 Overview

The City of Timmins is seeking a qualified and experienced Engineering Consultantto complete detailed visual inspections and prioritized maintenance / rehabilitation

t plans for the City' s structures. The City has also requested that a detailed deckcondition survey and structural evaluation be completed at the Airport Road Bridge,that a fatigue inspection and remaining fatigue life analysis be completed at theFeldman Road Bridge, and that an updated crack map be completed at thePorcupine River Bridge.

The main objective will be to appraise the current condition of the City' s bridges andculverts and to identify maintenance, repair and rehabilitation needs so as to

I. maintain the infrastructure in a safe condition and to protect and prolong its usefullife. Based on the findings of the inspections a 10 year budget plan for themaintenance and rehabilitation of the infrastructure will be developed.

The work will also serve to satisfy the City's legislated inspection requirements underthe Public Transportation and Highway Improvement Act and Ontario Regulation160/02.

rm The Greer Galloway Group Inc. is very well suited to undertake this project andprovide exceptional service, value and technical expertise to the City of Timmins.The Greer Galloway Group Inc. has the following strengths relevant to this project:

Experienced staff who have received formal inspection training followingthe Ontario Structure Inspection Manual and who are familiar withcurrent rehabilitation strategies.

Staff who are experienced with conducting strength evaluations ofstructures per the Canadian Highway Bridge Design Code.

1A staff of professional, technical and administrative persons who have

completed the City of Timmins OSIM inspections in 2011.

A commitment to provide the City of Timmins with high quality, costeffective and timely service.

A commitment to meet the technical, reporting and scheduling needs ofthe project.

A commitment to the City of Timmins to ensure the project receives highpriority and attention from the beginning through to completion.

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F1.2 Scope of Work

The scope of work for this assignment involves the tasks outlined below.

a) Arrange and attend a project kick off meeting with City staff to review andcomplete details of the proposed work. Agendas and minutes will be circulatedas required.

b) Completion of a detailed visual inspection of forty-five ( 45) structures includingfifteen ( 15) bridges, two ( 2) overpasses, four (4) pedestrian bridges, and

twenty-four (24) culverts. Each detailed visual inspection will be completed inaccordance with current OSIM procedures and forms, and will include but not

be limited to the following:

i) Inspections carried out by an experienced structural engineer who islicensed by the Professional Engineers of Ontario

H) An element-by-element assessment of each structure

Hi) Assessment of the severity and extent of material defects for each element

iv) Assessment of condition state for each element

v) Assessment of suspected performance deficiencies for each element

vi) Identification of maintenance needs on each structure

c) Individual OSIM Inspection Report ( cerlox bound) for each of forty-five (45)structures signed and sealed by a Professional Engineer licensed in theProvince of Ontario, will be completed on the current OSIM Forms and willinclude:

i) Annotated high resolution photos of each of the major bridge elements

including plan view, elevations, and underside of structures. The structurenumber will be used to identify which structure the photo applies to.

ii) Individual pictures of all bridge elements / components and major defectsand deterioration

iii) Detailed description of the structure including composition and

measurements

iv) Quantitative and qualitative records of material defects categorized underdefined condition states, suspected performance deficiencies and

maintenance needs for each element

v) Identification of areas of the structure where routine maintenance is required

vi) Identification of additional detailed investigations and associated cost

estimates as required

a vii) Preliminary cost estimates for maintenance and performance deficiencies

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viii) All comments/ recommendations made in the 2011 OSIM inspection reportswill be commented on in our updated 2013 OSIM inspection reports.

d) Fatigue inspection and remaining fatigue life analysis of the truss panel weldsof the Feldman Road Bridge ( T5A) including the detailed visual inspection of allwelds, magnetic particle testing ( MPT) of all cracked welds and magneticparticle testing of a minimum of 15% of the total number of fatigue prone/critical

welds. This work will be completed by l& F Engineering Corp, an expierencedweld inspection engineering company. In order to calculate the remainingfatigue lift, the AADT and Truck % for Feldman Road will be required. Our fee

is based on the assumption that the City will provide us this information. If the

f- City cannot provide the required information, Greer Galloway can arrange tohave traffic counts completed at an extra cost.

e) Detailed deck condition survey of Airport Road Bridge ( TW- 1A) completed byrGolder Associates. The actual configuration and material strength of the

superstructure will be confirmed through destructive testing and sampling. Astructural evaluation of the bridge will then be completed in accordance with the

Canadian Highway Bridge Design Code ( CHDBC). The detailed deck condition

survey will include the following:

A close up visual inspection of the asphalt wearing surface of the bridge

A half-cell corrosion potential survey of the bridge deck on a 1. 5m grid

p A delamination survey carried out on exposed concrete elementsincluding barrier walls, curbs, and sidewalk as applicable

Surface deterioration mapping of the asphalt wearing surface

Extraction of six ( 6) sawn asphalt samples from each bridge deck

A covermeter survey of the exposed concrete deck within the sawnasphalt sample areas to determine the spacing of reinforcing steel

Extraction of ten ( 10) cores from the bridge deck for visual examination

and to confirm the size of reinforcing steel present in the deck

Laboratory testing of selected cores including compressive strengthtesting, chloride ion content measurements and air void systemparameter testing.

Two ( 2) hardcopies and one ( 1) electronic copy of all reports will beprovided to the City.

f) Updating crack mapping of Porcupine River Bridge at Frederick House LakeRoad.

I g) Preparation of an individual report for each structure including but not limited tothe following:

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7CITY OF TIMMINS PAGE 5


r i) Summary of the significant findings from the visual inspection including aphotographic log

ii) Structural evaluation and results including design calculations Of required)

hi) Recommendations on repair/ replacement and associated budget estimates

including a suggested time frame or urgency for the proposed work

iv) Completed OSIM inspection form

v) Reports stamped by two ( 2) Professional Engineers as per Clause C1. 4. 4. 5

r. of the Canadian Highway Bridge Design Code.

vi) Separate individual reports will be prepared for the fatigue inspection oftruss panel welds of Feldman Road Bridge, and for the deck condition

survey and structural strength evaluation at Airport Road Bridge. The

reports will include findings, results, detailed design calculations, and

recommendations.

h) Completion of a prioritized ten year budget plan for the maintenance /

rehabilitation of the City' s structures including a prioritized ten year repair /replacement work schedule.

i) All inspection data will be entered into the City of Timmins MDW databasehoused by OGRA).

j) Verifying and updating Table 1 — Appendix A of the Request for Proposal ( ENG

2013- 08) following completion of all detailed visual inspections and structuralstrength evaluations.

1. 3Documentsi

The City will be provided with two ( 2) draft reports ( 1 bound copy + 1 electronic) and

three ( 3) final reports ( 2 bound copies + 1 electronic copy) signed and sealed by alicensed Professional Engineer in the Province of Ontario. The electronic reportssubmitted will be in the original file formats ( word, excel, autocad) PDF file formatswill not be used. Three ( 3) separate binders will also be submitted ( one for each ofthe three parts of Timmins) and will include the completed OSIM inspection forms for

all the structures. A divider with name tag will be used for each structure in thebinders.

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2. EXPERIENCE OF FIRM

2. 1 Company Profile

The Greer Galloway Group Inc. was established in 1965 and offers a completerange of professional engineering consulting services. Our compliment of

professional staff includes Civil, Mechanical, Electrical, and Structural Engineers as

well as technologists and support staff. Today, the company is comprised of officesFz

in Peterborough ( Head Office), Belleville, and Kingston.

Greer Galloway boasts a structural division which has been providing bridgeinspections, design, capital planning, and construction management for over 40years. In addition to the structural group, Greer Galloway has a road design group,building services group and two additional divisions: WaterSpec and Terraspec.WaterSpec is based in the Belleville office and focuses on water and wastewater

plant operations, compliance with provincial regulations and objectives, facility

troubleshooting, design and engineering reports. Terraspec is based in

Peterborough and is a geotechnical company which specializes in soils andfoundation investigations, materials testing and environmental investigations. TheGreer Galloway Group also has a partner group, Jp2g based in the Ottawa area.Between all offices, The Greer Galloway Group Inc. employs a staff of approximately100 persons.

The Greer Galloway Group Inc., is registered with Professional Engineers Ontarioand holds a Certificate of Authorization to practice the disciplines of civil, structural,

r environmental, mechanical, electrical and geotechnical engineering. We are alsoE certified by the Association of Consulting Engineers of Canada, and a member

firm of Consulting Engineers of Ontario, designated accordingly as a practicingfirm of consulting engineers. The Greer Galloway Group also a member of theCanada Green Building Council with LEED® Accredited Professionals on staff.

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2. 2 Reference Projects

Recent and relevant experience in structural inspection and evaluation projects arelisted below. Appendix Al provides a detailed summary, and photos, of recentprojects similar to this assignment along with reference contact information.

Completion of twelve OSIM bride inspections for the Town of Smiths Falls in2013.

i Completion of sixty-seven ( 67) OSIM bridge inspections for the City ofBelleville in 2012.

Completion of forty-two (42) OSIM bridge inspections as well as structuralstrength evaluations for seven ( 7) structures for the City of Timmins in 2011 .

Completion of thirty (30) OSIM bridge inspections and ten ( 10) enhancedbridge inspections for the Township of North Glengarry (annually 2010 —2013).

Completion of forty-four (44) OSIM bridge inspections for the County of PrinceEdward bi- annually since 2004.

r Completion of thirty-nine ( 39) OSIM bridge inspections for the Township ofStirling- Rawdon bi- annually since 2007.

FR Completion of eight ( 8) OSIM bridge inspections for the Township of Leedsand Thousand Islands bi- annually since 2009.

Completion of a structural strength evaluation for the 13. 6m span Fraiser

Road bridge structure in the Township of North Glengarry (2011).

Completion of a structural strength evaluation for the two-span Confederation

P+ Bridge structure in the Town of Smith Falls (2010).

Completion of a structural strength evaluation for the Latimer Bridge structure

in the Township of Leeds and Thousand Islands ( 2010).

Completion of a structural strength evaluation for the Horseshoe Lake Bridge

in the County of Haliburton (2011).

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PCITY OF TIMMINS PAGE 8


r 3. QUALIFICATIONS AND EXPERIENCE OF TEAM MEMBERS

r For this project the responding office will be Greer Galloway Belleville. The presentnumber of employees in the Belleville office is thirty (30) consisting of a dynamicprofessional group of key management personnel, experienced design engineers,technologists, and technicians and dedicated support personnel. The professional

expertise and dedication of the staff allows Greer Galloway to pay close attention toclient needs and provide professional, cost effective, and forward thinking solutions.

All team members will be available to ensure that this project meets all of therequirements and expectations of the City. Brief descriptions of key personnel andproject roles are outlined below. Expanded resumes can be found in Appendix A2.

Steve Blakey, P. Eng. — Senior Project Advisor

Steve is the Branch Manager of Greer Galloway' s Belleville office. He has over 25years' experience in municipal engineering. Steve has completed numerous

engineering investigations including geotechnical, class environmental assessments,servicing studies, infrastructure rehabilitative studies, as well as detailed design andconstruction management of municipal infrastructure. He has managed projects of

several thousand dollars to several million dollars. Steve' s responsibilities range from

project co-ordination, preliminary design and design management, environmentalassessment and implementation, project budgeting and scheduling, detailed

specifications and tendering, as well as construction administration. For this

assignment, Steve will be the Senior Project Advisor and will interact with and advise

the project team throughout the course of the assignment.

Quan Tan, P. Eng. — Project Manager/Senior Structural Engineer

Mr. Tan is a University of Waterloo graduate who completed a Masters in StructuralEngineering with a focus on bridge engineering. Mr. Tan has over eight years ofexperience in structural engineering and has an extensive knowledge of the currentstructural inspection and rehabilitation technologies and standards. Mr. Tan has

completed the design and inspection of numerous bridges for our clients in the

IFPsurrounding area. Mr. Tan will act as the Project Manager and primary inspector onthis assignment overseeing all project activities and approving final reports.

Jennifer Young, BaSc —Junior EngineerMs. Young is a University of Toronto graduate who completed her degree with a focusin Structural Engineering. Ms. Young has completed numerous OSIM bridgeinspections, participated in the rehabilitation and replacement of bridges andconducted structural evaluations per CHBDC. Ms. Young will assist with the structureinspections, structural evaluations, and completion of all reports.

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April Chamberlain — Technologist

Ms. Chamberlain is a graduate of Loyalist College who completed an advanced

diploma in Civil Engineering Technology. Ms. Chamberlain has formal OSIM StructureInspection training through the Ontario Good Roads Association (OGRA) and hasexperience with OSIM inspections, reports and compiling data into the Municipal DataWorks system ( MDW). On this project Ms. Chamberlain will assist with the completionof the reports, and the ten year plan.

Vlad Rogachyov, P. Eng. - I & F Engineering Corp.For this assignment, a team from I & F Engineering Corp. in Concord, Ontario willcomplete the magnetic particle testing ( MPT) and fatigue analysis of Feldman Bridge.I & F personnel have remarkable Canadian and international experience in buildingsand bridges design, inspection and construction administration, as well as research

rand development (R& D) of engineering products. Their engineers and technicians arecapable of providing a full range of engineering and consulting services. I & F will be

available to complete the works within the City' s required timeline.

Golder Associates — Bridge Deck Condition Survey for Airport RoadFor this assignment, the Greer Galloway Group Inc. will be carrying Golder Associatesfor the Bridge Deck Condition Survey at the Airport Road Bridge. Golder Associateswas founded in Toronto, Ontario in 1960 and offers services in soil mechanics,

foundation engineering, environmental management, planning and design as well asmany others. The team from Golder Associates is listed below and all members willbe available during the City of Timmins required time frame.

Andrew C. Balasundaram, Pavement and Materials EngineerGolder' s work will be carried out under the overall direction of Mr. Andrew C.Balasundaram, a Pavement and Materials Engineer and Principal in Golder'sMarkham office. Mr. Balasundaram will provide technical guidance as required, will

ensure that adequate resources are assigned to the project, and will review and

assign the final report.

Stephen R. Boyd, Senior Materials Engineer

Mr. Stephen R. Boyd, a Seniors Materials Engineer based in Golder's Whitby officewill be the Project Manager. Mr. Boyd has over 17 years of experience related to

concrete and materials engineering, including condition surveys of bridges and otherstructures and is approved in RAQS for Bridge Condition Surveys.

Philip Barnhill, E. I. T. ( Pavement and Materials Engineer)Mr. Philip Barnhill, based in Golder' s Whitby office, will be the Field Crew Leader andwill work under the direct supervision of Mr. Boyd. Mr. Barnhill will supervise the fieldcrew, co- ordinate the field activities and prepare the reports. Junior engineers, as well

Fas experienced technicians, will assist Mr. Barnhill as required.

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4. APPROACH AND METHODOLOGY

r The inspection work will be completed by a two ( 2) member team using appropriateequipment (e.g. watercraft, chest waders, man lift, ladders, etc.) and safety procedurese. g. floatation vests, harnesses) as necessary.

t It is intended that the field inspection portion of this project will be scheduled so as to

correspond with the project kick off meeting. The visual inspections will be completedover a continuous one week period followed immediately by in office work on thestructural evaluation and reports.

Based on the results of the visual inspections and the reports a ten year prioritizedbudget plan and schedule for the required repairs / maintenance and rehabilitation will

be completed. Budget estimates will be based on recent project costs for similar work.Greer Galloway personnel will work with the City to ensure prioritization andrecommendations are appropriate for current and future use requirements for eachstructure.

All electronic reports will be submitted to the City in Excel, Word or AutoCAD formats.Following approval from the City of the draft report. all OSIM data will be uploaded ontothe MDW database and all final reports will be completed and submitted to the City.

While conducting the detailed visual inspections, quantities and measurements will becollected for the Airport Road Bridge which requires a structural strength evaluation.The information collected will be used, in conjunction with the results of the detaileddeck condition survey, to analyze the structure in terms of structural strength and loadcapacity following the guidelines in Section 14 of the Canadian Highway Bridge DesignCode.

fL All reports and evaluation work will be internally reviewed to ensure accuracy and

completeness.

t The work will be carried out in accordance with the Occupational Health and Safety Act.And in accordance with the Ontario Traffic Control Manual Book 7 — Temporary

Conditions, as required). The City' s confined space policy will be adhered to asrequired. Greer Galloway personnel are trained in first aid, fall arrest and confinedspace entry. Roadwork and Inspection work will be conducted in accordance with theOntario Traffic Control Manual. The City will be informed, in advance of the inspections,the days on which the inspections will be conducted.

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6. ADDITIONAL INFORMATION

6. 1 Quality Assurance and Control

The Greer Galloway Group implements a quality control plan on all engineeringprojects. A copy of the Greer Galloway Quality Assurance and Control plan isavailable upon request.

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6. 2 Insurance

The Greer Galloway Group Inc. carries comprehensive general liability andautomobile insurance, and professional liability insurance in the amounts of

5, 000,000 (each for general and automobile) and $ 2, 000, 000 ( per occurrence),respectively. Detailed insurance information & WSIB can be found in Appendix A5.

6. 3 Health and Safety

7 The management of The Greer Galloway Group Inc. is vitally interested in the healthand safety of its employees, and are committed to taking every reasonableprecaution for the protection of workers. The Greer Galloway Group has its ownOccupational Heath and Safety Plan, which is implemented to comply with theOccupational Health and Safety Act, and is available upon request.

6. 4Summary

We trust the foregoing demonstrates the Greer Galloway Group' s understanding andrappreciation of the City of Timmins professional service needs.

We are well trained and very knowledgeable in this field. We have completed

hundreds of OSIM inspections and associated reports, structural evaluations, andprioritised capital plans. We also have vast experience in structure rehabilitation andreplacement with numerous Municipalities and we look forward to demonstrating thevalue of service we can provide to the City of Timmins.

Respectfully Submitted,r

Steve Bla ey, P. Eng.Senior Project Advisor

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nCity of Timmins Details of Project Experience


rTown of Smiths Falls OSIM Inspections — 2011 & 2013

Standard OSIM inspections were carried out on nine ( 9) municipal structures in 2011and twelve ( 12) municipal structures in 2013. Measurements and evaluations were

made on each structural element / component for material defects, condition states

and suspected performance deficiencies. A summary report was also created inaddition to the standard and OSIM reports. The summary report included aincluding recommended timing of work and budget estimates as part of the projectassignment.

Contact: Mrs. Vanessa Bernicky, A. Sc. 71, rccaEngineering Technologist / Environmental Co-ordinator, Town of

Smiths Falls, ( 613) 283-4124

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City of Belleville OSIM Inspections - 2012

Standard OSIM inspections were carried out on sixty-seven municipal structures.Measurements and evaluations were made on each structural element / component

for material defects, condition states and suspected performance deficiencies. A

summary report was also created in addition to the standard and OSIM reports. Thesummary report included a prioritized ten ( 10) work plan, including recommendedtiming of work and budget estimates was included as part of the projectassignment.

Contact: Mr. Jack Bouwman, C. Tech.

Project Manager, City of Belleville, (613) 968-6481

The County of Prince Edward OSIM Inspections — 2004 to 2011

During the past seven ( 7) years the Greer Galloway Group has completed thecounty' s biennial bridge and culvert inspection program in accordance with OSIM forforty four ( 44) structures. OSIM reports were completed for each structure and a

summary report was prepared and submitted to the County. The summary reportcontained a prioritized work plan for structures requiring maintenance, rehabilitationor replacement. The time frame in which action should be taken and estimated

costs associated with the recommended action were also included The summaryand individual bridge reports identified follow-up investigation or study, where

r—, necessary, to fully assess the condition of the bridge ( i. e. deck condition survey,structural analysis, foundation investigation, etc.).

Contact: Mr. Joe Angelo, P.Eng.I Commissioner of Public Works, Prince Edward County, (613) 476-

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City of Timmins Details of Project Experience


F., Township of North Glengarry Bridge Inspection Reports — 2010, 2011/ 2012

OSIM/Enhanced OSIM Inspections (Awarded 2013 inspections)

rStandard OSIM inspections were carried out on thirty ( 30) bridges, and EnhancedOSIM inspections were conducted on ten ( 10) bridges, for the Township.Measurements and evaluations were made on each structural element / component

for material defects, condition states and suspected performance deficiencies. Ara

summary report was also created in addition to the standard and enhanced OSIMreports. The summary report included a prioritized ten ( 10) work plan, includingrecommended timing of work and budge estimates was included as part of theproject assignment.

Contact: Mr. Andre Bachand

Public Works Manager, Township of North Glengarry, (613) 525- 1110

P* Township of Stirling- Rawdon OSIM Inspections - 2007 to 2011

The Greer Galloway Group conducted the biannual bridge and culvert inspectionprogram for the Township in 2007, 2009 & 2011. Thirty Nine bridges ( 39) wereinspected and evaluated for the Township following OSIM. For each structure,

component evaluations were completed for performance and material condition.

OSIM data sheets were completed with the identification and prioritization ofdeficiencies and recommended corrective action. Estimated costs were given to

correct each deficiency.

Contact: Kevin Heath CAO

Township of Stirling - Rawdon ( 613) 395-3380

Tyendinaga Township OSIM Inspections - 2004 & 2010

Twenty-six ( 26) bridges were inspected and evaluated for the Township followingOSIM including several bridges with existing weight restrictions. In addition to

individual OSIM reports, a summary report including recommended work plans andestimated costs was prepared. Weight restrictions on existing bridges were

f' confirmed and areas for future monitoring were noted.Contact: Mr. John Farrell

7Road Superintendent, Tyendinaga Township ( 613) 396- 1944

Township of Leeds and the Thousand Islands OSIM Inspections — 2009 & 2011

Five bridges (5) were inspected and evaluated for the Township following OSIMguidelines. Each structure element / component evaluations were completed for

p- material deficiencies, condition state and performance. OSIM data sheets werecompleted for each structure and all deficiencies noted with recommended action to

correct them. Estimated costs were given to correct each deficiency.

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Contact: Mr John Theriault, CAO

Township of Leeds and the Thousand Islands 1- 866-220-2327

FMunicipality of Centre Hastings OSIM Inspections - 2007 and 2009t

Seventeen ( 17) bridges and culverts were inspected and evaluated following forCentre Hastings in 2007 and 2009. Measurements and evaluations were made oneach structural element / component for material defects, condition states and

suspected performance deficiencies. OSIM data sheets and a summary report werecompleted including recommended work plan and estimated costs.

Contact: Roger Taylor, Road Superintendent

Municipality of Centre Hastings ( 613) 849-9866 (cell)

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Municipality of Tweed OSIM Inspections - 2008

Fifty two ( 52) structures were OSIM inspected and evaluated for the Municipality.Several bridges had load restrictions and those bridges were given additional

attention to determine the applicability of the existing load limit, or of its need to bechanged. The assignment included a summary report with prioritized work andestimated costs. Bridge Condition Indices were also calculated for each structure for

fv• this assignment. Individual weight restriction by-laws were also prepared for thosebridges with load restrictions. Two steel bridges ( circa 1930), were analyzed in

detail including obtaining and testing steel samples. Two other bridges were foundto be structurally unsound and emergency were implemented to extend the servicelife of those structures.

Contact: Mr. Dave Gordon

Road Superintendent, Municipality of Tweed (613) 478-2535

rI Township of Brighton OSIM Bridge Inspections, 2004

Nine ( 9) bridges were inspected and evaluated following OSIM. One bridge, whichwas subsequently replaced in accordance with the recommendation from theinspection, was found to be in a very poor state of repair. Additional close attention

rwas given to this structure. Repair, rehabilitation and replacement alternatives wereconsidered and additional detailed inspection and analysis was recommended.

Individual OSIM reports were completed for each structure and a summary reportp- prioritizing deficiencies according to their need and also presented associated

estimated costs with each deficiency.

Contact Mr. Jim Phillips, P.Eng.Director of Public Works, 613-475-1162

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Fraiser Road Bridge Rehabilitation, Township of North Glengarry, July 2011

Structural Strength evaluation, in accordance with the Canadian HighwayBridge Design Code was completed to determine the load limit of the

structure

Reinforcement was added to the underside of the deck to strengthen the

existing beamst

Various repairs were made to increase the lifespan of the structure

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Confederation Bridge, the Town of Smith Falls, 2010

Detailed structural inspection of Confederation Bridge, a two-span steel truss on

ltimber deck, was completed in accordance with OSIM

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Structural analysis, and load limit evaluation, of the existing steel truss andconcrete superstructure and substructure in accordance with the Canadian

Highway and Bridge Design Code.

Development of rehabilitation and replacement options and cost estimates andrecommendations

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rDetailed inspection and assessment of the existing steel truss and concretesuperstructure and substructure

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Emergency interim rehabilitation design for reinforcing and replacing defectivetruss components

Structural analysis, and load limit evaluation, in accordance with the CanadianHighway and Bridge Design Code

Contract Administration and Supervision of repairs

Federal and Municipal Environmental Assessment for the replacement,relocation or rehabilitation for Latimer Bridge

rContact: Milt McCracken, Public Works Supervisor 613) 478-2128

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Proposal for Bridges and Culverts Structural Inspectionst7

Project Value: $ 3, 500,000

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r Federal and Municipal Environmental Assessments and Detailed Design,t Contract Documents and Tendering for the rehabilitation/ replacement of four (4)

concrete/ structural steel bridge structures with spans ranging from seven (7)meters to thirteen ( 13) m

Federal/ Municipal Environmental Assessments and agency approvals andre permits fora total of 8 structures.

Contact: Andre Bachand, Public Works Manager 613) 525- 1110Project Value: $ 2, 200,000

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F° Municipal and Federal Environmental Assessment including obtaining approval1 from Transport Canada - Navigable Waters, MNR, Conservation Authority, etc.

Provided detailed design, contract documents and contract administration for therreplacement of a single span single lane steel pony truss and timber deck with a

single 18. 5m span semi- integral structure.

is Reinforced concrete substructure is founded on steel pile foundations

Contact Allen Broek, Road Superintendant 613) 478-2535

r Project Value: $ 1, 100,000

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FMoira Road Bridge, Municipality of Centre Hastings, 2010Detailed assessment and rehabilitation design for the existing reinforced

r concrete deck/ pre-stressed girder superstructure and concrete substructure.

Rehabilitation design and tendering for the replacement of control joints and

r concrete repairs to the deck, bearing seats, sidewalk, curbs and parapet walls.

Contract Administration and Supervision of repairs

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Contact: Roger Taylor, Municipal Engineer 613) 473-4955

FProject Value: $ 200,000

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Scott's Mill Bridge, County of Prince Edward, 2010

r* Detailed design, construction documents and construction administration for thereplacement of a single span steel and concrete structure with a corrugated

steel 9m span pipe arch.

New structure was widened to accommodate future needs for a two lanestructure.

New structure is equipped with a combined pedestrian and traffic barrier system

Contact Joe Angelo, ( 613) 476-2148

Project Value: $ 400,000

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Black Rapids Road Bridge Rehabilitation, County of Leeds and the ThousandIslands, 2009

Provided detailed design for the replacement of a single span steel/timber deckbridge with a new steel/ timber deck bridge with elastomeric bearings/ anchors,

r deck barriers, approach guide rails, and embankment stabilizationt

Endangered Species Assessment was completed as part of the approvalrprocess

r Contact: Milt McMackan, ( 613) 802-0436


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Black Creek Bridge, County of Leeds and the Thousand Islands, 2007- 2008

Provided detailed design for the replacement of a 2- span simply supportedconcrete on steel girder structure with a single span semi- integral structure

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New structure was designed to accommodate two lanes of traffic

rReinforced concrete substructure is founded on steel pile foundations

New structure is equipped with a combined pedestrian and traffic barrier system

Contact: Milt McMackan, ( 802-0436


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Sutton Road Bridge, Township of Tudor and Cashel, 2009

Provided detailed design, contract documents and construction administration

for the replacement of a single span single lane steel pony truss and concretedeck with a single 20m span concrete slab on steel girder bridge.

1 Schedule B Municipal Class EA and Federal Environmental Assessment was

completed including obtaining approval from Transport Canada NavigableWaters.

Foundation design included concrete filled steel tube piles driven to rock.

Contact: Andrew McMurray, (613) 474-2583Project Value: $ 1, 200,000

Trudeau Bridge Rehabilitation, Municipality of Tweed, 2008

In response to a request for emergency repairs, a detailed inspection of anexisting steel truss structure was completed to identify deficiencies

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A rehabilitation plan was generated which include reinforcing and replacingdefective structural components

All work was supervised to prevent delays and minimize interruption to traffic

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Project Value: $ 12, 000

Hagerman Road Bridge Replacement, Township of Stirling Rawdon, 2007

Provided detailed design for the replacement of a concrete bridge with a multiplate CSP box culvert

New structure was designed with new barrier and guide rails and gabion headand wingwalls

Municipal Class EA was completed

Contact: Kevin Heath, ( 613) 395-3380


Reconstruction of Odessa Bridge, County of Lennox and Addington, 2006-1

2007

Conducted detail inspection and structural analysis of existing structure todetermine proper rehabilitation schemes

Existing bridge deck was replaced with a new reinforced concrete deck on pre-stressed concrete girders

The new deck is connected semi- integrally to the existing abutments to eliminateexpansion joints.

Existing barrier system replaced with code compliant system

Contact: Steve Roberts, C.E.T., (613) 354-4883


Pecks Bridge, Township of Madoc, 2008

Provided detailed design for the replacement of a concrete bridge with a wider14m span concrete and steel structure with a laminated wood deck

Reinforced concrete substructure

Schedule B Municipal Class Environmental Assessment was completedf"

Contact: Tom Bruce, ( 613) 473-2677

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Port Hope Bridge – Hwy 401 Road and Bridge Widening from 4 to 6 lanes, 2006

Hwy 401 widening from 4 to 6 lanes from former Hwy 2 to former Hwy 28,t including complete reconfiguration of former Hwy 2 interchange ( A-2 to

diamond) and realignment of 2 ramps at former Hwy 28 interchange, partialr illumination at interchange and the structural rehabilitation of Ganaraska River

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l Bridge, Choate Rd. Overpass, former Hwy 2 Overpass and widening of theformer Hwy 28 Underpass structures;

I Detailed Survey along Hwy 401 from east of Hwy 28 to Ganaraska River Bridge.

Detailed Design, Tall Wall median, drainage design and preparation of report,

storm sewers and complex traffic staging to accommodate 4 structurerehabilitations. Geotechnical/ Pavement

Design Services including all necessary fieldwork, lab testing, and preparation ofI Pavement Design Report.

Contact MTO Eastern Region – Peter Dillon, ( 613) 545-46571

P Detailed Design – Highway 7, from Highway 134 to Norwood, 2006

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Widening and rehabilitation of Indian River Bridge to facilitate the addition of aleft-turn lane.

Detail design of traffic signals and partial illumination; concrete culvert inspection

and design; preparation of a Structural Design Report; addition of 3 passinglanes, and extension of one existing passing lane; intersection improvementsincluding the addition of turning lanes; and, resurfacing.

Environmental work involved Fisheries Assessment at Indian River Bridge, co-ordination with preliminary design consultant and external agencies, to obtainapprovals, and preparation of a Design and Construction Report ( DCR).

Foundation Design Service including all necessary fieldwork, lab testing andpreparation of Foundation Design Report for Indian River Bridge widening.

Contact: MTO Eastern Region — Earl Rose, P. Eng., ( 613) 545-4815

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r, T H E G R E E R Steve Blakey

G- G A L L O W A YFe

GROUP INC.

DIRECT EXPERIENCESteve Blakey, M.Sc., P. Eng., of Greer Galloway is a Senior Project Manager

I with the Greer Galloway Group.I

Experienced project Steve is Branch Manager of Greer Galloway' s Belleville office. He has over 25

manager for variousyears experience in municipal engineering. Steve has completed numerousengineering investigations including geotechnical, class environmental

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municipal' infrastructure. assessments, servicing studies, infrastructure rehabilitative studies, as well as

projects detailed design and construction management of municipal infrastructure. He

has managed projects of several thousand dollars to several million dollars.

r Lead engineer forSteve' s responsibilities ranged from project co-ordination, preliminary design

t numerous water and sewer and design management, environmental assessment and implementation,

design and construction project budgeting and scheduling, detailed specifications and tendering, as wellprojects

as construction administration.

Completion ofRelevant Project Experience

Environmental StudyReports for municipal water

Select Municipal Infrastructure Projects — Study, Design, Constructionr p p Administration

and waste water upgrades Project Manager for the 3 km extension of municipal water and sewerand improvements services from the Town of Brighton to Presquile Provincial Park. This project

included working in an environmentally sensitive environment, design andconstruction of a sewage pumping station, chlorine booster station and meter

PROOF OF CONFIDENCE chamber.

Project Manager for the 4 km extension of municipal services to the

I

Bryon Brooks, Town of

Deseronto, CAO, 613- 396-

northwest industrial area in Trenton, including transmission water main, trunksanitary sewer and road work. This project included poor soils conditions,

2440 dewatering, crossing CN rail line, and two small sewage pumping stations.Project Manager for the City of Quinte West Telephone Road Servicing.

rPeter Nielsen, County of Extension of municipal sanitary sewers and water services from the Trenton

Northumberland, Manager Ward into the Murray Ward to service two existing industrial users, existingresidential and future development. Project included the undertaking of a

Design and Construction, Municipal Class Environmental Assessment ( Schedule B), water system

ft 905- 372- 3329 ( 2344) hydraulics modelling, hydraulic analysis of sanitary sewer system, finalI design of water main, sanitary main, two sewer pumping stations, pavementt Roger Taylor, Municipality resurfacing, contract preparation, contract administration and construction

of Centre Hastings, inspection. The project involved difficult soil conditions and deep sewers as111 Director.ofPublic Works, well as major dewatering operations.I613-473- 4030 Project Manager for the City of Quinte West Trenton Water and Sanitary

Sewer Infrastructure Study, completed a comprehensive study to assess theTim Colasante, City of existing and required capacities of both the Trenton water treatment and

k" Quinte West, Manager of distribution system, and the Trenton sanitary sewer collection and treatment

Engineering Services, 613- system. The study area included all areas serviced by the Trenton Municipal

392- 2841 ex 4406water and sewage system in addition to areas that were approved and

proposed to be connected to this system. The outcome of this study was at

multi- year water and sewage- servicing plan that Municipal staff will utilize toguide and support preparation of the City' s long term capital and operatingbudgets, development/update of the new Official Plan, revision to the

Development Charge bylaw and Study and the City' s strategic planningr h.*.> document.

Project Manager for the City of Quinte West, West End Urban InfrastructureI. rwr' Improvement Study. The study involved the review, assessment and

r Y s; preliminary design of the infrastructure needs to extend municipal servicesr 6 it

2' from Trenton Ward westerly to lands in Murray Ward north and south of Oldri .

Highway 2. The analysis included the review of existing conditions andr

er " ' '1 impact of approximately 145 hectares of development on the corridor.—

EProject Manager for the design of 1. 4 km of 200 mm diameter watermain

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rQUAN TAN, M.A.SC., P.ENG.

EXPERTISE: Bridge Engineering

EDUCATION: 2011 Canada Green Building Council - LEED Green AssociateT H E G II E E R

2011 Canadian Welding Bureau - Welding Procedures Engineering2009 Education Program Innovation Centre - Steel Connection

G A L L O W A YDesign

2007 University of Waterloo - Master of Applied Science, Civilrc R O U E I N C . Engineering

2007 Education Program Innovations Centre- Bridge Inspection

F. N G I N E E R s 2005 University of Waterloo- Bachelor of Applied Science, CivilEngineering

I 2005 University of Waterloo - Certification in Structural Engineering1' N N n w ,

PROFESSIONAL Member of Professional Engineers of Ontario ( P. E. O.)

AFFILIATIONS: Member of Ontario Society of Professional EngineersMember of Canadian Welding Association

1620 waUroridge Loyalist Road PROFESSIONAL

BACKGROUND:R. R.# 5

2012 to present, Greer Galloway Group Inc. ( Project Engineer)Belleville. Ontario to present, Loyalist College, Adjunct Professor( Building

Sciences)

K8N 475 2010 to 2012, Defence Construction Canada( Professional Services

Coordinator)

2004 to 2010, Greer Galloway Group Inc. ( Structural Engineer)2005 to 2007, University of Waterloo ( Research Assistant)2002- 2003, City of Ottawa, Transportation Infrastructures Branch

P Field Inspector)

1 2001- 2002, City of Hamilton, Water& Wastewater Division

Engineering Intern)

Telephone

613) 966-3068 SELECTED EXPERIENCE:

Otonabee River Pedestrian Bridge— City of Peterborough, 2012/2013Acted as the lead structural engineer for the design of a multi- span steel truss bridge.

r, The design included the widening of existing concrete and masonry substructure on steelj piles and a four-span truss superstructure in excess of 145m.

Project Value: Over$ 3M

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Verulum Bridge Rehabilitation— County of Peterborough, 201366-3087 Completed a detailed rehabilitation design for a three-span timber bridge. The scope of work

email included replacement of existing pier footings and abutments and repairs to the timber decknieiievfne<@grecrgauoway.com and barriers.

Project Value: $200K

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QUAN TAN, M.A.SC., P. ENG.

Bay Bridge Road CPR Bridge— City of Belleville, 2012/ 2013

Completed a detailed inspection of the three- span structure. Replacement design is currently

7 underway.

Project Value: $ 8MT H E G R E E K

ESilver Falls and Wawa Creek Bridge— Town of Wawa, 2012/ 2013G A I. E ° W A r Completed emergency inspection and load evaluation of two failed timber truss bridges.

Prepared detailed cost estimates for replacement alternatives. Replacement design is

f476 R o UP I N C . currently underway.Project Value: Over$ 2. 5M

E N G I N E E R S

CPR Overhead Bridge— Municipality of Port Hope, 2013Completed a detailed inspection ( using a bridge master) of a three- span pre- stressed concrete

P 1. . v N N r: If s girder bridge to facilitate rehabilitation design.

7 Trent River Bridge— County of Northumberland, 2013

Completed a detailed inspection ( using a bridge master) of a five-span pre- stressed girderm bridge to facilitate rehabilitation design.

rLochinvar Bridge Replacement— Township of North Glengary, 2013Completed a detailed design of a single span CSP culvert supported on pile foundations.

1620 Wallbridge I, ovalisr Road

7 Project Value: $ 600K

1 R. R.# 5

Stohn Dam and Spillway Bridge Rehabilitation— Sanchez Engineering, 2012

r, Belleville, Ontario Completed detailed rehabilitation design for the spillway channel and bridge substructure,

new steel barriers and steel grating deck.I

K8N 4Z5 Project Value: $300K

flFinch Dam Spillway Bridge Detailed Inspection — Metropolitan and Toronto Region1

Conservation Authority, 2011Completed a detailed visual inspection ( using a bridge master) of two pre- stressed concrete

r girder bridges. The scope of work included the preparation of a repair cost estimate and

maintenance recommendations.

f'ecy>lio„ e Paul Clement Bridge Replacement— Municipality of Tweed, 2010

lLeadstructural engineer and project manager for the replacement of single- span bridge. The613) 966- 3068 new structure consists of a semi- integral steel/ concrete deck supported by concrete abutments

and steel piles.

1. Project Value: Sl.2M

Scott' s Mill Bridge Replacement— County of Prince Edward, 2010Lead structural engineer and project manager for the replacement of a single span CSP

bridge.

Project Value: $ 600K

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613) 966-3087Moira Road Bridge Rehabilitation— Municipality of Centre Hastings, 2010

E- Mail Lead structural engineer for the rehabilitation of a three- span pre-cast pre-stressed concrete

flelleville@ereergalloway. emn bridge. The scope of work included repairs to deteriorated pre-stressed girder ends,

i • application of cathodic protection, deck top structural repairs, joint replacement, and barrierstructural repairs. Preliminary design of semi- integral conversion was completed but funding

r was not available to implement.

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QUAN TAN, M.A.SC., P.ENG.

rProject Value: 5300K

r Sutton Road Bridge Replacement— Township of Tudor and Cashel, 2009/ 2010Lead structural engineer and project manager for the replacement of a single span bridge.

The new structure consists of a semi- integral steel/ concrete deck supported by concreteabutments and steel piles.

Project Value: $ 1. 3M

EHuntsville Pedestrian Bridges— Town of Hunstville, 2009

Completed a preliminary structural design of a steel truss pedestrian bridge in excess of 90min span. The preliminary design was focused on satisfying live load induced vibrations.

Belleville Veteran Memorial Bridge— City of Belleville, 2010

Quality verification engineer for the construction of a new two-span semi- integralconcrete/ steel composite bridge.

Project Value: $ 8M

Moira River Bridge Rehabilitation, Ministry of Transportation, 2010Quality verification engineer for the rehabilitation of a multi- span concrete/ steel compositestructure.

Project Value: 53. 5M

rHavelock Dam— Township of Havelock-Belmount- Methuen, 2008/ 2010Lead structural engineer for the design of a reinforced concrete dam complete with wingwalls

and sheet piling for seepage prevention.Project Value: $ 700K

Black Rapids Bridge Rehabilitation - Township of Leeds & the Thousand Islands, 2009Completed a detailed design of a new steel/ timber deck complete with new traffic barriers.

The new deck was widened to accommodate Township maintenance vehicles.

Russel Road Bridge Replacement— Township of Leeds& the Thousand Islands, 2007/2008Structural designer for the replacement of a two span concrete/ steel bridge. The new

structure consists of a semi- integral steel/ concrete deck supported by concrete abutments andsteel piles.

Project Value: $ 1. 2M

r Pecks Bridge Replacement— Township of Center Hastings, 2007Completed a detailed design of a single span steel/ timber bridge supported on concrete

substructure.

Biennial/ Detail Structural Inspection- 2007-2013

Structural engineer/ inspector for the inspection and evaluation of hundreds of bridges,

culverts, retaining walls, wharfs, and buildings.Project Value: $ 5- 45K

r

r

rJENNIFER YOUNG, BASC

EXPERTISE: Structural Engineering— Bridges

r EDUCATION: 2010 University of TorontoT n c GK e ER Bachelor ofApplied Science, Civil Engineering

t^ PROFESSIONALG A L L O W A Y

AFFILIATIONS: Member of Professional Engineers of Ontario

G R O U P I N C .

PROFESSIONAL

BACKGROUND: May 2010 to Present, The Greer Galloway Group Inc.E N G I N E E R S

May— September 2008/ 2009, Jewell Engineeringr.IP I. A N N E It S

SELECTED EXPERIENCE:P"

Township of South Frontenac, Maynard Bridge Rehabilitation — 2011Tender documents and detailed design work was completed for the rehabilitation of the Maynard

Bridge. Design work included design of new Lock- Block retaining wing walls at all four quadrants ofthe structure.

1620 Waonddge Loyalist Road Township of North Glengarry, OSIM Bridge Inspection— 2010f' Schedule ` B' Municipal Class Environmental Assessments and Species at Risk Assessments were

t R. R- a5completed on eight( 8) structures and replacement designs were completed for four( 4) of these

structures. The existing concrete/ steel structures were replaced with CSP Arch culverts. A federalti", Belleville, Ontario

environmental assessment on two ( 2) of the structures was required to obtain approval from Transport

Canada. Two( 2) of the structures were designed to be supported on steel piles and a concrete pile cap.KSN 4Z5

County of Prince Edward, Scotts Mill Bridge ReplacementrSchedule B' Municipal Class Environmental Assessments and Species at Risk Assessment was

it completed on the structure. The existing concrete/steel structures was designed to be replaced withCSP Arch culverts. The new structure was founded on a reinforced concrete spread footing dowelledinto bedrock. Site inspection and contract administration was completed throughout construction.

rMunicipality of Tweed, Paul Clement' s Bridge ReplacementSchedule ` B' Municipal Class Environmental Assessments was completed on the structure. The

F telephone existing concrete/ steel structures was replaced with a new semi- integral steel and concrete structure.The new structure was founded on a reinforced concrete cap supported by steel Fl piles.

6! 3) 066- 3068OSIM Inspections- 2010 to Present

rCompletion of hundreds of bridge inspections and appraisals in compliance with OSIM procedures for1. the Township of North Glengarry, City of Timmins, County of Prince Edward, Township of

Tyendinaga, Township of Stirling — Rawdon, Township of Leeds and 1000 Islands. These studies

Eincluded the inspection and assessment of bridges and culverts, formulation of recommendations and

cost estimates, and the preparation of final reports.

The Corporation of the Town of Smith Falls, Detailed Load Evaluation— 2010

r. FacsimileA detailed structural inspection of Confederation Bridge, a two- span steel truss on timber deck, in the

013190 . 3087 Town of Smith Falls was completed in accordance with O. S. I. M. The data collected was used to

facilitate a load evaluation of the structure and development of rehabilitation and replacement plans.I> Nlail

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rJENNIFER YOUNG, BASC

r-Municipality of Centre Hastings, Moira Road Bridge Inspection and Rehabilitation- 2010Completed detailed condition survey of a two- span bridge comprised of a concrete deck on prestressedgirders, simply supported on concrete abutments. A detailed rehabilitation design was completed forthe conversion of the simply-support structure to a semi- integral structure and patch repairs to thedeck, barriers, and abutment.

Township of Douro- Dummer, Wharf Inspection/ Rehabilitation- 2010Completed detailed inspection of a two wharves consisting of armour stone and concrete retainingwalls supported by timber cribbing. The inspection included above and under water aimed atdetermining the overall stability of the structure and the remaining service life. The existingdeteriorating structure was recommended for replacement and detailed designs, tendering and costestimates will be completed.

Township of Hamilton, Wharf Inspection and Rehabilitation— 2010Completed a detailed inspection of wharves primarily comprised of steel ` H" piles and sheet piles aswell as reinforced concrete walls and decks. A timber side walk deck supported by timber piles was

r also inspected. The inspection included the above and under water inspection of all structural

components. Rehabilitation plans and cost estimates were generated based on the inspection results.

The remaining life of each structure was estimated based on pre and post rehabilitation conditions.

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rAPRIL CHAMBERLAIN, RcII

Civil Engineering Technologist

THE GREER GALLOWAY GROUP INC.

rEDUCATION: 2012, Loyalist College

1 Advanced Diploma, Civil Engineering Technology

TRAINING: 2013, Ontario Good Roads Association

r" Bridge and Structure Inspection Training

2012, HRAI Skilltech AcademySCHL, Small Commercial Heat Gain & Loss Calculations

PROFESSIONAL: Ontario Association of Certified Engineering Technicians andASSOCIATIONS Technologists ( OACETT)

BACKGROUND: April 2012 to Present, The Greer Galloway Group Inc.PROFESSIONAL

Ms. Chamberlain is a Civil Engineering Technologist who graduated with an advanced diploma fromLoyalist College. She has experience with project administration & coordination, site inspections,

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structural calculations as well as the preparation of technical proposals and reports.

SELECTED EXPERIENCE

Town of Smiths Falls OSIM Inspections — Smiths Falls, ON — Assisted in the completion of the 2013

OSIM inspections for the City of Belleville. Project included detailed inspection and assessment of 12

rmunicipal structures including bridges, culverts and pedestrian bridges as well as preparation of formalreports. Project requirements also included inputting of all the collected data into the Town' s InfrastructureDatabase and Management System( MDWS).

Fabricland — Belleville, ON — Responsibilities included structural load calculations, preparation of

AutoCAD drawings and project administration. Project consisted of mechanical, electrical, structural and

civil design for a new addition to the Fabricland building in Belleville, Ontario.

r Queen' s University Jean Royce Hall — Kingston, ON — Responsibilities include preparation of detailedspecifications for each discipline, project administration & coordination and preparation of AutoCAD

drawings. Project consisted of mechanical, electrical and structural design for the renovation of the Jean

Royce Hall servery.

City of Belleville OSIM Inspections — Belleville, ON — Assisted in the completion of the 2012 OSIMinspections for the City of Belleville. Project included detailed inspection and assessment of 64 municipalstructures including bridges, culverts and pedestrian bridges as well as preparation of formal reports.Project requirements also included inputting of all the collected data into the City' s Infrastructure Database

F„and Management System( MDWS).

CFB Petawawa Heavy Vehicle Maintenance Pits— Petawawa, ON— Responsibilities include preparation ofdetail specifications for each discipline, preparation of project schedule, scheduling site meetings and visits,

rsubmission of drawings. Project consisted of mechanical, electrical and structural design for a new heavyvehicle maintenance pit at CFB Petawawa.

Stirling & Tweed Unnamed Elementary Schools — Tweed & Stirling, ON —Responsibilities includedproject coordination, attending meetings and taking detailed minutes, civil, mechanical and electrical

APRIL CHAMBERLAIN, RCI[

tilfHt..,Civil Engineering Technologist4 THE GREER GALLOWAY GROUP INC.

drafting as well as the preparation and administration of contract documents including: contemplatedchange notices, site instructions and request for information responses. Project consisted of mechanical,

electrical and civil design for the new unnamed elementary schools.1,

TFP Stairs and Railings — Kingston, ON — Responsibilities included project coordination, attending

meetings and taking detailed minutes, site inspections as well as the preparation and administration ofcontract documents including: contemplated change notices, site instructions and request for informationresponses. Project consisted of mechanical, electrical, civil and structural design for the new stairs and

railings manufacturing facility.

t - St. Gregory' s Church — Kingston, ON — Responsibilities included attending meetings and taking detailedminutes, structural drafting as well as the preparation of contract documents including: contemplatedchange notices, site instructions and CCDC contract.

Drafting for various projects including: Kawartha Lakes Public Works Yard, Sharbot Lake Public School,Frankford Water Treatment Plant, Omemee Subsurface Disposal, Queen' s University and the LoyalistCollege Fire Route.

Record keeping for all building services projects in electronic and paper formats, complete with detailedF".

tracking sheets.

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Clearance Certificate/ Certificat de decharge

Contractor Legal! Contractor Address/ ! Contractor Principal Legal! Principal Address/ ! Clearance Certificate_ jVdity period( dd-Trade Name/ Adresse de Classification Unit Trade Name! Adresse de Number! Numbro du mmm-yyyy)/ Periode

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i THE GREER 973 CRAWFORD DR, 7752- 000: OFFICES THE CORPORATION ATTN TREASURY 1S0000002Q3PJ 20- May- 2013 to 19-

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LOVVAV GROUP PETERBOROUGH,,

CAN 77753 001: OTHER TIMMINSCITY OF

ALGONQUINAug- 2013

OUIN BLVD E,SCIENTIFIC I TIMMINS, ON, P4N

SERVICES 163, CAN

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Ref. Plc. 320006712357dak , pERTi AMOFh

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Aon Reed Stenhouse Inc.

256 Mud Street West Re: Health and Safety DatabaseHamilton ON L8J 3Z6

tel 905-527- 1210 fax 905- 527-0393

City of Timmins220 Algonquin Blvd. East

Timmins, ON P4N 1B3

Insurance as described herein has been arranged on behalf of the Insured named herein under the following policy( ies) and as more fully described

by the terms, conditions, exclusions and provisions contained in the said policy( ies) and any endorsements attached thereto.

Insured

The Greer Galloway Group Inc.;Terraspec Inc.973 Crawford Drive

Peterborough, ON K9J 3X1

Coverage

Professional Liability Insurer Non- Marine Underwriters At Lloyd' s

Pr' Policy# MAE00486

Effective 31- Jul- 2012 Expiry 31 Jul- 2013

Limits of Liability Per Claim$ 2,000,000Ea

Policy Term Aggregate$ 2, 000,00050, 000 each and every claim;$ 150, 000 annual aggregate;$ 12, 500 each and every

claim thereafter

Subject to aggregate where applicable

Cancellation I Termination

rThe Insurer will endeavour to provide THIRTY( 30) days written notice of cancellationttermination to the addressee except that

statutory or policy conditions( whichever prevails) will apply for non- payment of premium.

THIS CERTIFICATE CONSTITUTES A STATEMENT OF THE FACTS AS OF THE DATE OF ISSUANCE AND ARE SOREPRESENTED AND WARRANTED ONLY TO THE INSURED. OTHER PERSONS RELYING ON THIS CERTIFICATE DO SOAT THEIR OWN RISK.

Aon Reed Stenhouse Inc.

Dated: 05- March-2013

Issued By; Costa, Debbie LTel: 905- 527- 1237

THE POLICY CONTAINS A CLAUSE THAT MAY LIMIT THE AMOUNT PAYABLEOR, IN THE CASE OF AUTOMOBILE INSURANCE,

1 of 1THE POLICY CONTAINS A PARTIAL PAYMENT OF LOSS CLAUSE AON

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1 CERTIFICATE OFINSURANCE

This certificate is issued as a matter of information only and content no rights upon the certificate holder and imposes no liability on the insurer.

iThis certificate does not amend, extend or alter the coverage afforded by the policies below.

INSURED' S FULL NAME AND MAILING ADDRESS BROKER' S FULL NAME AND MAILING ADDRESS

7 91 Crawford 7e000P INC. Darling Insurance& Realty Limited

e i C rawford ) r ve193 Aylmer gtmet, North

Peterborough Ontao P.0. Box 385

KSJ 38( Peter beigegh. ON

UROKLRSCLILNTN 009154 1'', Ka n<_.__.

COVERAGES

Ida a to certify that the policies o csnrance listed below haw: peen issued to the insured named above for the policy period indicated notwithstanding any momentumfirm or condition at any contract or ether decament with respect to which this certificate may be issued or may pertain. rho insurance afforded oy. rte policies oescr nen

rheroin is subject to all terms excusla)s and coeditors of such policies.

LIMITS Y HAVE BEEN REDUCED BY PAID CLAIMS

TYE OFIN wwN L.__..__. INSURANCE COMPANY EFFECTIVF_DATE EXPIRYDATE ' I PARS OF LIAn l rY

AND POLICY NUMBER' YYYYIMMIDO) I. YYYIMMOM ( Canadian collars unless inY, cat_ otl ermisa

COMMERCIAL GENERAL LIABILITYla iAwl I500r GOO

I - a. nsrt l r- Ott % OCCURRENCEINTACT INSURANCE 2013E1 01 2014-01 01

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I 1 CM 501286f3t7xai cmcnu E.) UCL Ir00x I l RO:SUMS SROCR COMPLE111) OPERATIONS

MPLOYEAS IJAeMYH) oNtvu SS OGG 00 ---.

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ADDITIONAL INSURED NAME AND MAILING ADDRESS DESCRIPTION OF ITEMS

aI Alt operations of the named insured

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r CERTIFICATE HOLDER- NAME AND MAILING ADDRESS CANCELLATION

I100HOMf NAT CONCERN Should any of the above policies be cancelled beforetheexpiradon date Meaci, tm: II

issuing company will endeavour to mail 30 days wniten notice to the certricate

rholder named on the left. but failure to mail such notice snail impose no ehliga: ion or

I liability of any kind upon the company, its agents or representatives.

SIGNATURE: 09 AUTHORIZED REPIrESEINTAlIVE PRINT NAME INCLUDING PO ITiON i III_,

Donna Montt, CAIN, PIED

11N n r- 705 142- 8901 Ie+I LAO r' S cal n )arling insurance& Realty I gated not D il2,

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Proposal for Bridges and Culverts Structural Inspectionspa

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31. PROPONENTS TO INVESTIGATE

Consulting firms submitting a proposal shall satisfy themselves by personal examinationof the site and, by such means, as they prefer, as to the actual conditions andrequirements of the Work.

Proponents shall not rely on information provided by the City including reports, existingdrawings or any work completed under prior assignments or any other informationprovided by the City but shall satisfy themselves as to the accuracy of the informationand accept full responsibility for design of the works.

32. AUTHORIZATION

LEGAL NAME OF COMPANY: he Grp G'Ltii01 a' Group Inc.JNAME: Ct, CevAUTHORIZED SIGNATURE:

tt 11( ///ADDRESS: I on O , LxIIIk'( 4QA cijcdi,S.{ cd . , lXl i ( k, Onkri0TELEPHONE NO: GA.—%( ck,- 9C(o8 DATED: T541 () 1

F„ These terms of reference shall be signed and bound or accompany the submittedproposal.

For further information regarding the Request for Proposal please contact:

Patrick Seguin, Manager of EngineeringCity of TimminsTel: 705-360-2600 ext. 4855Fax: 705-360-2680

Email: [email protected]

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RFP ENG # 2013-08 Page 21 of 33

PBridges and Culverts Structural Inspection

CITY OF TIMMINS

BY-LAW NO 2013- 7432

BEING A BY- LAW to authorize The Corporation of the City of Timmins to enter into anagreement with Greer Galloway Group respecting bridge and culvert inspections, in the City ofTimmins.

WHEREAS Council of The Corporation of the City of Timmins considers it desirable to enter intosuch an agreement with Greer Galloway Group.

NOW THEREFORE THE Council of The Corporation of the City of Timmins enacts the followingas a By- law:

1. THAT The Corporation of the City of Timmins enter into an agreement with GreerGalloway Group respecting bridge and culvert inspections, in the City of Timmins, for thesum of$ 71, 804.00 + HST, a copy of which agreement is attached hereto and marked asSchedule "A" to this By- law.

2. THAT the Mayor and Clerk be and are hereby authorized to execute the said agreementon behalf of the Corporation and to affix thereto the Official Seal of the Corporation.

READ a first, second and third time and finally passed this7t"

day of August, 2013.

SGD) THOMAS B. LAUGHREN

MAYOR

CERTIFIED TRUE COPY

OF BY-LAW NO. 2013-7432

SGD) R. J. WATSON

CLERK CLERK

EO- 13- 26

ADMINISTRATIVE REPORT

Bridge and Culvert Inspections

SUBJECT:

Complete bridge and culvert inspections to comply with provincial regulations

PURPOSE:

The City of Timmins last inspected its bridges and culverts in 2011. An inspection is

required every two years as mandated by the Province of Ontario. This report seeks to

receive approval from Council to award this work to a consulting firm and bring ourinspections to date.

EXPLANATION:

The City of Timmins has 45 structures which require an inspection every two years in orderto comply with Provincial Regulations. The 45 structures are broken down as follows:

15 bridges

2 overpasses

4 pedestrian bridges

24 culverts with spans greater than 3 metres

This assignment will provide an overview of the current condition of the City' s bridges andculverts and serve to identify maintenance, repair and rehabilitation needs to maintain theinfrastructure in a safe condition and to prolong its useful life. Based on these inspections,a 10- year budget plan for the 45 structures will be reviewed and updated.

This work will ensure the City' s compliance with the legislated requirements under thePublic Transportation and Highway Improvement Act and Ontario Regulation 160/02.

Only one proposal was received from the Greer and Galloway Group ( Belleville, Ontario).This consultant completed the last inspection of our bridges in 2011 and they are veryfamiliar with our infrastructure.

The cost to undertake this exercise is $ 71, 804 plus HST.

Page 1 of 2

EO- 13- 26

RELEVANT POLICY/ LEGISLATION / TIMMINS VISION 2020:

City of Timmins Purchasing BylawOntario Regulation160/02 — Standards for Bridges

CONSULTATION/ ACCESSIBILITY IMPLICATIONS (AODA):

No consultation process was required for this initiative.

FINANCIAL AND HUMAN RESOURCE IMPLICATIONS:

Please checkmark box to the left if this report has been reviewed by the FinanceDivision and the funding source has been identified

Please indicate the funding allocation by account number: 01- 2- 206180-4311

CONCLUSION AND RECOMMENDATION:

We recommend that Council approve the award of this proposal to the Greer GallowayGroup for the amount of $71, 804 plus HST.

DATE: August7t",

2013 Luc Duval, P. EngDirector of Public Works and Engineering

CAO' S RECOMMENDATIONS: YES NO

Comments:

DATE: August7t",

2013 I/J/

Rock Foy For Joe Torlone, CAO

ROLL NUMBER: Not applicable

PUBLIC DOCUMENT: YES NO

Page 2 of 2

MINUTES OF THE OPENING OF AN RFP FOR BRIDGES AND CULVERTS STRUCTURAL

INSPECTION ( ENG- 2013-08)

HELD FRIDAY, JULY 12, 2013

AT 2: 05 P. M.

IN THE CLERK' S DEPARTMENT

Present

Lisa Duval, Manager of Clerk' s Dept.

Gord Deacon, Purchasing ManagerRoberta Watts, Clerk' s Dept.

Eric Hamelin, Clerk's Dept.

One ( 1) sealed proposal was received as follows:

1. The Greer Galloway Group Inc.

All proposal submissions received will be opened at City Hall. As this is a Request for Proposal

document for which a number of criteria will be evaluated, only the names of proponents who

have submitted a proposal will be identified at the opening, and the price submitted will not bedisclosed.

The City may accept a proposal in whole or in part, whether the submitted price is the lowest ornot, and may reject any or all proposals. There will be no requirement of this RFP, implied orotherwise, that the proposal representing the lowest submitted price would be selected orpreferred. The RFP process is used as a means of evaluating a number of criteria ( one of whichis submitted price).

Roberta Watts

Clerks Department

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