CR 595 and CR 550/510 - Marquette County

Statement of Qualifications 

for the 

Marquette County Road Commission 

CR 595 

and 

CR 550/510 

Submitted by: 

D.J. McQuestion & Sons, Inc. 

17708 18 Mile Road 

LeRoy, MI 49655 

November 21, 2012

STATEMENT OF QUALIFICATIONS 

CR 595 and CR 550/510 


TABLE OF CONTENTS 

Page 

I. UNDERSTANDING OF SERVICE 1 

II. EXPERIENCE / PAST PERFORMANCE 4 

III. WORK ZONE SAFETY 7 

IV. SCHEDULE MANAGEMENT 9 

V. QUALIFICATIONS OF KEY STAFF 10 

VI. INNOVATIONS & PROJECT ISSUES 12 

REQUIRED FORMS 

RESUMES




I. UNDERSTANDING OF SERVICE 

Executive Summary 

The team of D.J. McQuestion & Sons, Inc. and Wilcox Professional Services, LLC 

(McQuestion Team) has an extensive history of working together through both collaborative 

teaming opportunities and the traditional Design-Bid-Build process. This successful partnering 

has produced sound, economical, value-engineered results that have been recognized with 

state, national and international awards. 

This established relationship has allowed us to expedite project delivery while also maintaining 

a high quality outcome for the owner and end users. The McQuestion Team has repeatedly 

proven its ability to exceed expectations. 

Proposed Projects 

There are two distinct projects under consideration at this time. The MCRC will make a 

selection of the project to be performed after selection of the CMGC. This decision is being 

driven in large part by the environmental permit process. While the CMGC is not a part of this 

process we, the McQuestion Team, are well versed and qualified to render assistance in this 

regard. 

The two projects under consideration are the CR 595 project and the CR 550, CR 510, and 

Triple A Road project (CR 550/510). The CR 595 project has 90% complete plans while the 

CR 550/510 project consists of a scope outline of the work. 

CR 595 Project 

This project involves the construction of a new road from the Humboldt area extending 

northerly to the new mine site. As stated above, plans are 90% complete. This project will 

include finalizing plans with the Engineer of Record. Efforts during the pre-construction phase 

will include development of cost estimates, value engineering, QA/QC plan development, 

scheduling, staging and review of construction means and methods to provide an expedited 

project. 

The construction phase will include scheduling of staking, materials, subcontractors, suppliers, 

labor and equipment as well as implementation of the QA/QC plan, safety plan, public 

communication plan and continuation of the stakeholder’s communication plan. 

The McQuestion Team will prepare monthly progress payment requests, hold progress 

meetings, administer subcontracts and material orders, track progress and schedule, interpret 

plans and specifications, and provide reasonable solutions to issues or concerns within the 

Team. We will perform the required construction activities directly or through subcontractors to 

provide a finished complete project in an expeditious manner. 

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CR 550, CR 510, and Triple A Project (CR 550/510) 

This project involves the design and construction of rehabilitation of existing roads from the 

City of Marquette to the new mine site. No plans have yet been prepared. This project will 

include full design-build services for this route. 

Efforts during the pre-construction phase will include evaluation of the various segments for 

necessary alignment changes, intended construction treatment, permit requirements, and 

property acquisition needs. 

The McQuestion Team is extremely qualified to perform these services for the MCRC. The 

proposed Design team is prequalified in 44 MDOT prequalification categories and have the 

experience necessary to complete all tasks for this project with our in-house staff. Our team 

has the available capacity to perform the design expeditiously and within the needs of this fasttracked 

project. No design subconsultants will be needed. This will allow for an efficient 

design with a reduced chance for communication errors. 

Based on the Teams consensus full survey and design will proceed. At 30% design we will 

develop cost estimates for the Team to review. Value engineering, QA/QC plan, scheduling, 

staging and review of construction means and methods will be reviewed to determine where 

savings (time and money) can be achieved. 

The bridge rehabilitations, new construction and replacement will be analyzed to determine the 

optimum method to maintain traffic, including temporary traffic control measures. 

Once the design is 90 % complete a final GMP will be negotiated. 

The construction phase will be similar to CR 595 except we anticipate the Traffic Control Plan 

will be more involved for this project. This phase will include scheduling of staking, materials, 

subcontractors, suppliers, labor and equipment as well as implementation of the QAQC plan, 

safety plan, public communication plan and continuation of the stakeholder’s communication 

plan. 

The McQuestion Team will prepare monthly progress payment requests, hold progress 

meetings, administer subcontracts and material orders, track progress and schedule, interpret 

plans and specifications, and provide reasonable solutions to issues or concerns between the 

Team. We will perform the required construction activities directly or through subcontractors 

to provide a finished complete project in an expeditious manner. 

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Communication Plan 

Within 7 days of selection, the McQuestion Team will prepare for approval a communication 

plan that will keep the MCRC and stakeholders fully apprised of all situations. The use of cell 

phones, e-mail and a dedicated website will create an easy and efficient clearinghouse for the 

project. Restricted access to certain areas of the website will allow the Team and stakeholders 

to share project specific information without premature release to the public. 

We intend to create a plan that allows the public maximum access to information retrievable at 

their convenience. For the CR 550/510 project, this will be an effective way to provide 

maximum versatility to the public and businesses. Attention will be given to minimizing 

Detours and maximizing accessibility to homes, businesses, and property. Coordination with 

Emergency Responders will be an integral part of this plan. 

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II. EXPERIENCE / PAST PERFORMANCE 

The McQuestion Team has demonstrated ability to complete either project well within the 

requested time frame D.J. McQuestion has performed an average of $35M per year over the 

past 5 years. Over the last two years sales were $52M and $39M. McQuestion owns over 

200 pieces of heavy equipment including 19 scrapers, 4 off-road haul trucks, 16 graders, 

8 large excavators, and 18 large dozers. We also have 5 milling machines and 2 

pulverizers available. A full time mechanic would be provided on this project. 

McQuestions has a core group of 74 employees with an average of 9.8 years of service 

with the company. 

Wilcox is comprised of 160 engineers, surveyors, and professionals with an average of 

over 8.4 years at Wilcox. We have 4 Senior Bridge Designers and multiple road design 

squads, each with substantial experience in County Road Commission, MDOT, and 

Local Agency type projects. Our designers complete over 20 design projects every 

year on the average. 

Both companies which comprise our Team take a lot of pride in being able to say they are 

‘home-grown 2 nd generation Northern Michigan firms’. 

Each project is well within the capabilities of the McQuestion Team. While capable of self 

performing 90% of the work, we anticipate that a minimum 50-60% of the work will be selfperformed. 

The remaining work will be subcontracted to local firms where possible, with the 

intent of utilizing Upper Peninsula firms. 

The McQuestion Team has successfully performed similar projects together including the 135 th 

Avenue Bridge and Road Realignment in Osceola County and the Engineering Development 

Center Project at Ford’s Dearborn Proving Ground. 

Following are some of the examples of projects completed by the McQuestion Team. Project 

Resumes are attached with further information. 

I-475 Design-Build from I-75 N to I-69, Flint, MI (2009) 

This was a $26,000,000 fast tracked project was completed 3 months ahead of schedule. It 

included 4 bridge rehabilitations and total reconstruction of the multilane freeway while 

maintaining traffic on one of the busiest routes in the State. 

135 th Avenue Bridge & Road Realignment, Osceola County, MI 

This was a $4,500,000 project completed by the McQuestion Team through the Design-Bid- 

Build method. It included a new bridge and reconstruction of the existing roadway. Creation of 

10 acres of wetlands was also a part of this work. Our proposed Team provided all design, 

construction, and construction engineering services. 

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Engineering Development Center Project, Ford Dearborn Proving Ground, MI 

This was a $39,500,000 project completed by the McQuestion Team along with Rieth-Riley. 

Ford Motor Company selected this Team for a fast track Design-Build project. The project is 

the primary development center for Ford’s development engineers. This project won 

numerous awards from peer groups as well as Ford Motor Company. 

MDOT US-131 Bypass, Wexford County NH 83033 – 34682/34683 (2002-2004) 

D.J. McQuestion & Sons Inc. built the award winning $38.7 million US-131 bypass around 

Cadillac, Michigan. This project involved 10.45 miles of new four-lane divided highway from 

the existing US-131 Highway north of Cadillac to north of Manton. The original project 

included over 7,323,000 cyds of earth excavation, 68,580 cyds of peat excavation, 625,900 

syds of aggregate base, 200,000 tons of hot mix asphalt, culverts, slope restoration and 

related items of work. Anticipating a substantial cost savings by redesigning the roadway, D.J. 

McQuestion & Sons, Inc. submitted a value engineering change proposal. The result was a 

$2.4 million savings in earthwork and an earlier completion date. The project had a contract 

completion date of May 26, 2004, the actual completion date and opening of the freeway was 

September 19, 2003, 8 months early. The project received the 2004 Eminent Conceptor 

Award for engineering, the highest award given from the American Council of Engineering 

Companies of Michigan and the Michigan Society of Professional Engineers. 

MDOT Highway for Life- M-115, Clare County, 18011-84169 (2009) 

D.J. McQuestion & Sons, Inc. teamed with Central Asphalt to complete the 5.5 mile, rural, 2 

lane road and bridge reconstruction project located on M-115 in Clare County. This was a 

Best Value Contract and was awarded based on a point system that took into account six key 

areas: open to traffic date, construction and cleanup completion, pavement performance, 

worker safety during construction, work zone crashes and motorist delays. The use of 

performance contracting for construction (PCfC) gave D.J. McQuestion & Sons and Central 

Asphalt the flexibility to implement innovative construction practices including: bridge 

construction using Hyspan-type design, elimination of joint repairs by rubblizing the underlying 

concrete pavement, drainage improvements, HMA transfer and placement, widening of 

existing shoulder to provide two-way traffic, traffic pull off areas, and 24-hour motorist assistant 

services to minimize impact on traffic. The project was open to traffic 20 days early, had zero 

injuries, only 2 deer related crashes and an average of only 2 minute, 16 second traffic delays. 

A life-cycle cost analysis, performed to compare the conventionally-constructed roadway with 

the as-constructed roadway, showed a savings to the public of $1,651,675. The project was 

selected by AAA, the U.S. Chamber of Commerce and the American Association of State 

Highway and Transportation officials as one of America’s 10 best transportation projects. 

MDOT I-96/ M-43 Design Build Project, Clinton & Eaton Counties, 19022-45639 (2009- 

2011) 

D.J. McQuestion & Sons, Inc. was awarded the $40,477,770 design build project located in 

Grand Ledge. The work involved reconstruction of approximately 5.78 miles of I-96, 

reconstruction of .82 miles of M-43, reconstruction of I-69 and I-69 connectors with I-96, 

widening and reconstruction of .35 miles of Canal Road and reconstruction and reconfiguration 

of the interchange ramps at M-43 and Grand River Avenue. The work also included 

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rehabilitation of ten bridge structures, design and replacement of drainage culverts and 

structures along I-96, M-43 and Canal Road, and I-96/Grand River Avenue interchange 

carpool lot expansion. The project had approximately 300,000 cyds of earthwork and over 

400,000 syds of concrete pavement over Cement Treated Base equating to approximately 17 

miles of two-lane concrete freeway built in only one year and while under traffic. The size of 

this project and the sheer volume of traffic (Canal Road ADT 36,000, I-96 ADT 38,000, M-43 

ADT 57,000) required close management and coordination with the public, the owner and all of 

the subcontractors involved. D.J. McQuestion & Sons, Inc. was complemented by all involved 

on the design, constructability and final product that was turned over to MDOT at completion. 

Indiana DOT – US-231 Project in West Lafayette, Indiana, IR-29161-A. (2010-2013) 

D.J. McQuestion & Sons, Inc. was awarded a $47,000,000 project by the Indiana Department 

of Transportation. The project included 5.33 miles of new freeway construction that consisted 

of 1,900,000 of earth excavation, 150,000 tons of aggregate base, 4800 lft of 36” Sanitary 

Sewer between 25’ and 35’ deep, 2800 lft of 8” to 24” sanitary sewer, 1088 lft of box culverts 

between 6’ x 3’ to 16’ x 5’, 155 lft of 3-sided arch 32’ x 7’, 12,390 lft of storm sewer between 

12” and 90” diameter, 135 manholes, 166,000 syds of cement stabilization, 272,551 syds of 

10” concrete roadway, 42,280 tons of HMA and 2 bridges. The project started in April of 2011 

and is anticipated to be completed in July of 2013, almost 3 months ahead of schedule. 

Subcontractor coordination was critical since there were over 25 subcontractors involved in the 

project. Completion date is September 30, 2013. 

MDOT – H-58 Project in Alger County, Michigan, 105445-88435A. (2009-2010) 

D.J. McQuestion & Sons, Inc. was awarded the $4,820,090 project on H-58 near Pictured 

Rocks in Alger County. The project consisted of 7.84 Miles of clearing, embankment, 

aggregate base, culverts, hot mix asphalt, pavement marking, and slope restoration on H-58 

from the Pictured Rocks National Lakeshore south boundary to west of Hurricane River. The 

project included 25 acres of clearing, 360,000 cubic yards of earthwork, 66, 000 tons of 

aggregate base, box culverts, culverts, and related items of work. The project began in May of 

2009 and was completed on time in October of 2010. “The progress of McQuestion is just 

astounding. They’ve built two miles of road in the last four weeks” –Robert Lindbeck, Engineer 

Manager of the Alger County Road Commission. 

MDOT – M-115 in Wexford County, Michigan, 83051-103028 (2012) Expedited Schedule 

D.J. McQuestion & Sons, Inc. was awarded the $2,173,742 project on M-115 in Wexford 

County. The 1.50 miles of roadway reconstruction was on an expedited schedule that involved 

complete removal of the old concrete roadway (42,000 syds), 8,750 cyds of sand subbase, 

46,945 syds of 6” aggregate base, culverts, concrete curb & gutter, 16,188 tons of HMA, 

guardrail, and slope restoration. The entire project from start to completion was constructed in 

only 30 calendar days. 

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III. WORK ZONE SAFETY 

The McQuestion Team has an excellent track record when it comes to work zone safety. No 

fatalities or major lost time injuries have occurred within the past 5 years. This has been 

accomplished through active participation in MITA and its safety program as well as a diligent 

effort to make safety a priority by management. All new hires are provided training during 

orientation. Each employee also attends an annual training workshop that is supplemented by 

weekly “Toolbox Talks” safety meetings, implementation of an awareness program 

(identify/avoid hazards), and continuing education. Further training and certification is 

provided to employees involved in mining/quarry operations (Mine Safety and Health 

Administration or MSHA) as needed. 

No major MiOSHA violations have occurred in the past 5 years. Any and all minor violations 

are addressed immediately and thoroughly. 

McQuestion’s safety record for the past 5 years is listed below: 

Year Man-Hours Worked Fatalities EMR 

2007 125,682 0 0.68 

2008 124,093 0 0.73 

2009 132,670 0 0.71 

2010 138,740 0 0.76 

2011 130,390 0 0.67 

Average 130,315 0 0.7107 

Brandy Prosch will serve as the Corporate Safety Officer. Ms. Prosch provides consistent 

safety awareness by regular site visits, authoring company safety policies, providing training to 

employees, and professional proficiency through continuing education. 

There will be site specific training provided for all personnel prior to granting access to the 

work zone in addition to the normal Health and Safety Plan requirements for McQuestion. 

There will be a designated Safety Officer located in the Field Office to oversee compliance with 

the Safety Program. Each employee is issued proper Personal Protective Equipment 

(reflective vests, hard hats, gloves, and eye and ear protection) and must wear it at all times. 

Traffic Control Plan 

A Traffic Control Plan will be developed for the project during the Pre-Construction 

Phase. Implementation and maintenance of these measures will be subcontracted to a 

specialty firm such as Give ‘Em A Brake Safety. Wilcox is an MDOT prequalified Traffic and 

Safety Inspection Services firm and will monitor these features on a daily basis during 

construction. 

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Public Safety & Information 

A public awareness program will also be implemented to keep affected property owners and 

users of the existing and proposed road right-of-ways informed of current activities. The 

project website will be regularly updated with information on current progress, anticipated 

closures, detours, scheduled activities, and other relevant information. Detour routes and 

anticipated duration of closures will be shown, as needed. A direct link to the Team will be 

included for providing feedback, comments or concerns. This approach is currently being 

utilized with great results on our large project in West Lafayette, Indiana. 

A list of e-mail addresses of adjacent property owners, businesses, or the curious will be 

assembled and Notices of Updates to the web site will be distributed to all who voluntarily wish 

to receive updates on this project. 

In addition, regular advisories will be sent to the print, news media, and emergency responders 

notifying them of similar information. 

Site Safety & Information 

Communications between crews and the Field Office will be maintained by cell phones. The 

potential for 2-way radio communication or satellite phones will be explored to avoid weak or 

limited service in these areas. 

If the CR 595 option is selected, we anticipate there will be staging and yard areas at both 

ends of the job as well as intermediate points along the way. The McQuestion Team currently 

owns properties at both ends of the project that would be suitable. Potential sites along the 

route cannot be clearly defined until the cuts and fills for each station are reviewed to select 

the optimum locations. 

The staging areas at each end of the job will also serve as a check-in/check-out location 

to ensure all people on the site are accounted for. The staging areas for the CR 550/510 

option are not yet defined and will be identified and selected during the design of this project. 

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IV. SCHEDULE MANAGEMENT 

The McQuestion Team has been very successful in not only meeting schedules but 

substantially reducing design and construction timeframe. This has been accomplished in 

multiple ways. All Team members continuously look for ways to save dollars and cut 

schedules to improve our client’s end product without sacrificing quality. The Team has 

added Value Engineer Scott Buchholz and two Constructability Reviewers, Cliff French and 

Brian Dyer, to intermittently review and assess the project, scope, and schedule. They will 

review means and methods and recommend solutions based on experience. We have found 

our completion schedules and project costs are greatly improved by utilizing this strategy. 

Please read the project resumes for examples of additional time and budget savings on a few 

of our projects. Two particular examples to note are the Value Engineering completed on the 

Wexford County US-131 project which resulted in savings in excess of $1M for MDOT as well 

as allowing completion of the project ahead of schedule. The project in West Lafayette, 

Indiana will be completed by July, 2013. This 3-year project had been scheduled for 

completion in September, 2013 but now is no longer impacting the public through another 

summer travel season. 

By utilizing the strength and expertise of McQuestion’s construction abilities along with the 

designers experience, we will be able to offer alternatives and solutions to the CR550/510 

project for the Team to determine the best solutions. The Communication Plan for the Team 

will focus heavily on this phase for this project if selected to enhance the Team's consensus for 

final design. 

Continual utilization of the Communication Plan throughout the project will keep all parties 

informed and eliminate any surprises. It will also allow the early identification of schedule 

issues or concerns that can be discussed and resolved together. 

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V. QUALIFICATIONS OF KEY STAFF 

Resumes for all Key Staff have been included. 

The McQuestion Team of contractor, engineers, architects, and environmental specialists 

collectively will provide the fundamental answers to the design and construction issues on 

either of these projects. Our unique team of professionals will combine both aesthetic and 

functional innovations to create a roadway that will meet the needs of the MCRC and all 

stakeholders. 

A very brief statement about each key/unique team member is below. 

Construction Project Managers will be Eric Nelson, P.E. and Tom Peplinski P.E. 

Blaine Delmotte will be the Project Superintendent. All of these gentlemen have over 20 

years of construction experience on both big and small projects. 

McQuestion has over a dozen very capable Foremen that could be assigned to the project. 6 

project resumes biographies have been included for your review. 

Brandy Prosch will be the Safety Officer. 

construction and dirt work projects her entire life. 

Brandy has been involved with roadway 

Henry Diemer, PE (Wilcox) will serve as our County Highway Engineer. Henry has over 31 

years of Road and Bridge design experience. 

Chris Sullivan PE (Wilcox) will serve as our County Road Bridge Engineer. Chris has over 

14 years of experience designing county highway and MDOT bridges. He was involved with 

the County Road 510 Bridge. Additional bridge design support will be from Sam Awwa, PE, 

and Cliff Elling, PE who both have more than 25 years experience each. 

Connie Houk, PE, (Wilcox), will be the Lead Road Engineer. She has over 22 years of 

project management and road design experience, including over 12 years at MDOT. She 

and her design team let over 10 MDOT/Road Commission/Local Agency projects every year. 

They are very familiar with the standards required for this project. Connie’s construction 

background will assist in providing innovative solutions. 

Thomas Myers, PE, (Wilcox), Lead Traffic Engineer and Geometrics has over 43 years of 

traffic experience with over 33 years at MDOT in the Traffic and Safety Division. He is very 

innovative and comprehensive in his traffic solutions. Wilcox is well known for our experienced 

traffic team that supports Mr. Myers. 

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Scott Buchholz, PE, (Wilcox), Lead Value Engineer, has over 25 years of bridge design and 

construction experience. Mr. Buchholz has worked in the capacity of project manager, lead 

bridge engineer, and in the field for 7 years. He is very instrumental in reviewing plan 

packages to recommend time and material savings. 

Cliff French, P.E., (Wilcox), and Brian Dyer, (Wilcox) Constructability Reviewer. These 

gentlemen have over 60 years of construction experience to lean on. They will provide 

constructive comments and recommendations throughout the entire design process. Mr. 

French grew up in the UP and is very familiar with the project area. 

George Smith, PS (Wilcox) is our Lead Surveyor. Mr. Smith has over 26 years of county 

road and MDOT surveying experience. 

Bradley Butcher, AIA, (Wilcox), Senior Architect & Public Relations, has over 29 years of 

experience in Architectural design for public and private projects. Mr. Butcher is often the face 

of a project in public presentations, where strong communication skills and a comfortable 

demeanor are necessary components in raising public awareness and building consensus for 

projects of this type. 

Fernando Souto PE (Wilcox) Lead Geotechnical Engineer has over 39 years of experience 

is familiar with the soils and bedrock conditions within this project. 

Katie Monroe, PE, (Wilcox) Lead Hydraulics Engineer performs all of our HEC-RAS and 

hydraulic studies for both County projects and MDOT projects. 

Brian Huebner, CHMM (Wilcox) will be our Environmental Specialist and will deal with all 

Permitting and Wetland concerns/issues. 

Jeff Mudroch, P.E., (Wilcox), Local Liaison and Utility Engineer, Mr. Mudroch has over 22 

years of experience communicating between utilities and local agencies on a statewide basis, 

including sanitary sewer, water main, storm drainage, cable and telecommunications, electric, 

gas (medium and high pressure), and railroad. He is located in the east end of the UP and 

will serve as our local liaison for the project. Mr. Mudroch has both engineering plan 

development as well as experience working as a contractor. 

Joshua Gottschall, (Wilcox), Construction T&I Manager has over 14 years of Field 

Manager and Field Book experience. He will schedule all Testing and Inspection services for 

the project. 

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VI. INNOVATIONS & PROJECT ISSUES 

As stated earlier, the McQuestion Team will look for innovations throughout the entire project. 

The experienced staff will stay cognizant and communicate design progress and incorporate 

Constructability Reviews to allow for adjustments to occur in an efficient manner. 

Many of the Project Resumes show the capabilities of the Team to improve a project schedule 

both in design and construction. 

Below is a list of additional project items that also contribute to improved solutions. 

AESTHETICS & ARCHITECTURAL ISSUES: 

Input on the architectural details of the bridges, landscaping opportunities, and bridge type will 

be made for the MCRC to consider. Natural views from the roadway can be included to add 

to aesthetics and considerations for future non-motorized & pedestrian opportunities/trails will 

be suggested. Sugarloaf Mountain Natural Area is owned by Marquette County and located 

in Marquette Township. Sugarloaf Mountain is one of the most popular scenic overlooks on 

the central Upper Peninsula coastline. The Sugarloaf Mountain Natural Area consists of a 

3,200 foot trail of pathway and stairway segments that lead to the mountain's summit 470 feet 

above Lake Superior. This is something to promote if given the opportunity within the 

constraints of this project. 

ENVIRONMENTAL ISSUES: 

Wetland Impacts will be minimized. Proposed bridge opening, hydraulic and scour 

calculations, method of constructing the piers within the river, filling within the floodplain and 

impact on wetlands (if any) will be identified and remediation measures suggested. 

DRAINAGE/PERMIT ISSUES: 

Storm water Best Management Practices (BMPs) will be used to control pollutants in the 

roadway runoff, to minimize downstream erosion and sedimentation, and to keep runoff 

directed toward proper inlets away from private property. Riprap at outlet endings, oversized 

catch basin sumps, and in-line detention are among the BMPs that will be considered 

wherever necessary. 

Our overall goal for the project will be to incorporate drainage improvements that improve 

conveyance and safety, reduce maintenance, and are consistent with the desired service life of 

the pavement and within the budgeted amount established for the project. 

UTILITIES: 

We will identify utilities and evaluate the impact on them, if any, of the proposed road and 

bridge reconstruction project. We will coordinate closely with the impacted utility owners on 

how best to mitigate any potential negative impacts on their facilities. 

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CPM: 

The preliminary CPM will give MCRC, the public and local businesses an early indication of the 

overall project construction schedule for each alternative. It is important to evaluate this 

information as early as possible in the study process, since it may have an impact on the 

selection of the bridge option and maintaining traffic alternatives. 

MAINTAINING TRAFFIC CONCEPTS: 

We will investigate: 

The speed limits and condition of existing roadways within the maintaining traffic influence 

areas. 

Businesses, traffic generators and points of interests within the influence of both roadway 

alternatives, to ensure access can be maintained at all times during construction. 

Hospitals or fire stations/emergency responders that could be impacted by roadway 

closures. 

Potential detour routes. Road condition, traffic operations and vehicular restrictions of the 

potential routes will be noted. 

CO RD 550 - SAFETY STUDY: 

The Team can provide a Base Plan Crash Analysis and Safety Review. The review will 

consider all roadway features and roadside safety items such as cross section, profile, 

potential turn lanes and blow-by lanes, stopping sight distance, roadside appurtenances, and 

other geometric features, to determine if there is any correlation with the crash history. 

Counter measures will be developed to minimize crash potential and reviewed with MCRC 

before implementation in the plans. 

SURVEY: 

Design Survey – The survey information is critical to the development of ROW and Base 

Plans. Survey will be performed immediately following the Scope Verification meeting and 

authorization. 

Right-of-Way - Acquisition of ROW permits and easements generally requires a minimum 

lead time of several months, so the determination of all requirements must occur very early 

in the design process. 

Hydraulics Survey – The team will collect the necessary hydraulics information for permits 

and Bridge design. 

OTHER POTENTIAL INNOVATIONS: 

ANIMATION WORKSHOPS: 

Sketch artists / architects could be available to prepare drawings expressing concepts 

described by the participants. Some sketches could be made available at the start of these 

workshops to seed the public thought process. Wilcox held similar animation workshops for 

the M-1/M-102 tri-level interchange rehabilitation project. These workshops were very 

effective at defining appearance considerations for the project designers. 

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PUBLIC DESIGN COMPETITION: 

This is another concept that was utilized for the M-1/M-102 project in order to attract creative 

thinking and more “buy-in” from the local community. A Public Design Competition was 

conducted to attract the public interest in developing concepts and recommendations. The 

winner received a nominal cash award and an advisory role to facilitate incorporation of his/her 

recommendations to the extent possible. This allows local clubs, schools and artists to be 

involved in the project. 

BRIDGE DESIGN INNOVATIONS: 

Eliminating costly cofferdams, tremie and pier footings associated with using piles, along with 

many other bridge design innovations will be considered. 

RIGHT OF WAY (ROW): 

ROW needs on a project can seriously affect the design, letting schedule, and cost of 

construction. The design team will make recommendations and alter design to avoid costly or 

unnecessary ROW takes. 

PERMITS: 

Permits will be necessary on these projects. Below is information on the permits needed for 

the CR 550/510 project should that alternate be selected. Permit applications will be applied 

for early to make sure there is no delay in the project schedule. 

Campeau Creek and Harlow Creek Bridges – This is a Trout Stream from RR Bridge (T49, 

R26W, S9) to Lake Superior. We anticipate some additional restrictions due to the native 

brook trout habitat. We noted local environmental features that need to be evaluated by our 

Environmental Specialist. 

NPDES Notice of Coverage permits and SESC permits will be applied for, along with all other 

necessary permits. 

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RESUMES 

PERSONNEL RESUMES 

PROJECT RESUMES

D.J. McQuestion & Sons Eric Russell Nelson, P.E. Project Manager 

6240 N. Dennis Road Home (231) 843-8969 

Ludington, Michigan 49431 

ericrussellnelson@gmail.com 

Professional Civil Engineer 

PROFILE 

A seasoned professional and proven leader with a proven ability to design and manage projects, 

monitor construction progress to keep projects on time and within budget, lead and mentor others, 

increase sales. Designed and managed numerous MDOT, municipal and private roadway 

construction projects. Previously managed construction projects as the Project Engineer. 

• Michigan Registration 1999 

• Project Engineer for MDOT to manage construction on CE projects in North Region 

• Project Engineer / Project Manager on numerous MDOT funded projects 

• Engineering and Contracting experience from concept to final completion 

• Expert in Project Management, design of roadways, storm, water, sewer, subdivisions, site 

plans, pressure sewer systems, preliminary budgets engineering & construction, grant 

applications, engineering proposals and contracts, soils exploration, surveying, GPS, 

construction inspection, materials & density testing. 

• Recognized for developing trusting and lasting relationships with clients 

• Responsible for developing budgets and keeping costs of construction and engineering 

within budget. Utilize Value Engineering on construction projects frequently 

• Previous experience in Design Build Projects 

EMPLOYMENT 

2010 – Present Engineer / Project Manager DJ McQuestion & Sons 

An Excavating Contractor that specializes in construction of new highways, road reconstruction, airports, large 

site work projects, box culverts, water, sanitary sewer, storm sewer, and related work. The office is based in 

LeRoy Michigan that generates over $40 million annually. DJ McQuestion & Sons is one of the larger 

excavating contractors in Michigan that employs over 100 people in the peak construction season. 

Primary duties include estimating, bidding, budgets, contracts, subcontracts and overall project management of 

construction projects. I am responsible for multiple construction projects from time of bidding to final acceptance 

including final payment. I am responsible for project over site to assure that the projects are being built on 

schedule and per plans and specifications. 

Key Achievements 

• Bid and manage larger construction projects, up to $47 million currently 

• Bid and manage a much larger range of projects from the U.P. in Michigan to Indiana 

• Assist in utilizing Auto CAD and GPS technology for estimating and construction of projects 

• Responsible for developing value engineering changes to provide a better product and cost savings 

• Recognized as a knowledgeable and professional with both engineering & construction background 

• Bid and Managed over 20 projects worth over $54,000,000 

2003 – 2010 Engineer / Project Manager Hallack Contracting, Inc. 

An Excavating Contractor that specializes in construction of water, sanitary sewer, storm sewer, site 

work, road construction, airports & related work. The office and shop is based in Hart Michigan that 

generates $6 Million annually. Hallack Contracting has developed a lasting relationship with customers 

by providing high-quality work at a fair price for over 30 years. Hallack Contracting employs over 45 

people in the peak of construction. 

Primary duties include estimating, bidding, budgets, contracts, subcontracts and overall project 

management of construction projects. Coordinates and schedules construction activities of several 

crews concurrently. I manage the timely completion of work including cost control, construction staking, 

1


materials testing, material deliveries, trucking and subcontracted work. I am responsible for multiple 

construction projects from time of bidding to final acceptance including final payment. I am responsible 

for project over site to assure that the projects are being built on schedule and per plans and 

specifications. I also set up construction projects to be constructed utilizing GPS equipment. This 

includes topographic work with the GPS, converting AutoCAD drawings to 3D format and uploading the 

3D surface information for construction using heavy equipment including bulldozers and graders. I also 

have performed GPS surveying and engineering design of proposed subdivisions and a pressure sewer 

system for a youth camp in Stony Lake, Oceana County. 


• Hallack Contracting now regularly bids and manages MDOT projects as a Prime Contractor 

• Improved MDOT prequalification ratings for type of work performed and overall project size 

• Increased annual sales from $4 million to $6 million. Peak annual sales $7.8 million in 2006 

• Increased the size of the projects that we bid from normally under $0.5 million, now up to $4.5 million 

• Improved profitability of company even in tough economic times 

• Implemented GPS surveying and constructing projects using GPS technology 

• Improved customer relations with MDOT, Counties, Cities, and Subcontractors 


1994 – 2003 Design Engineer & Project Engineer Nordlund & Associates, Inc. 

An engineering consulting firm located in Ludington, Michigan. A family owned business that offers a 

wide range of services to Counties, Cities, Villages, MDOT and the public. Nordlund & Associates 

currently employs 12-15 people. The firm provides surveying, engineering design and construction 

services for roads, bridges, subdivision, and site developments. Several project designs included water 

mains, storm sewer, sanitary sewer, force mains, lift stations, and booster stations. A sister company 

(West Michigan Testing) was developed in 1988 that provides soils exploration, materials & density 

testing, structural steel and water tower inspections. 

Primary duties included design engineer and Project Engineer on MDOT funded road reconstruction 

projects. Also, design of roads, water, sewer, site plans and subdivisions, construction management, 

supervision of; inspectors, surveyors, materials and density testing technicians, AutoCAD drafters, 

geotechnical reports, and concrete plant inspections. Supervisory Engineer to lower level engineers. 

Acquired work for the company by calling on return clients and developing new clients. Served as 

advisory engineer for Villages and Cities to correct problems in streets and infrastructure and also 

helped them acquire funding for projects. Developed budgets for engineering and construction of 

projects. Responsible for cost control of projects during construction as well as cost control of 

engineering services provided. Wrote proposals and contracts for engineering services which included 

design, surveying, construction inspection, project management, materials and density testing. 


• Principal design engineer for MDOT funded road projects 

• Developed relationship with MDOT and was key person involved in acquiring MDOT status for 

Consultant Construction Engineering and Materials testing for MDOT (Cadillac, Muskegon, & 

Traverse City) 

• Principal Project Engineer on MDOT Consultant Construction Engineering projects 

• Project Engineer on two MDOT projects on US-10 that received MAPA Awards in 1999 & 2000 

• Improved client base & improved client relations 

• Increased sales from $740,000 annually (1995) to $1,580,000 annually (2001) 

• Increased staff from 15 employees to 30 in peak summer months 

• Improved profitability of company considerably 

• Project Engineer and mentor for multiple concurrent projects during design and construction 

• Consulted Cities and Villages on I.S.T.E.A rural task force to help acquire MDOT funding for road 

reconstruction projects. 

• Negotiated a “turn back” with MDOT and the Village of Shelby to acquire $1.35 million in funding for 

the reconstruction of State Street in the Village of Shelby. 

2


• Key person involved in developing a relationship with contractors to work on MDOT projects 

involving construction staking, monument preservation, and QA/QC testing of HMA and concrete 

• Involved in Design Build of Youth Correctional Facility in Baldwin Michigan, a $40,000,000 project 

• Engineering Design, Consulting Engineer & Project Engineer on over 42 projects worth over 

$21,000,000 

1993 – 1994 Engineer / Estimator Rieth-Riley Construction Co. 

EDUCATION 

A large asphalt paving company located in several locations throughout Indiana and Michigan. One of 

the major companies in Lower Michigan providing construction of HMA bituminous mixes. 

• Estimated, bid, set up budgets, tracked costs and payments, scheduled paving crew, trucking and 

subcontractors 

• Chief estimator at new Rieth-Riley office in Houghton Lake, Michigan 

• Managed projects to assure timely completion per specifications and within budget 

• Worked with MDOT, County, City and Village officials in the construction and reconstruction of 

various roads, bridges, parking lots and subdivisions. 


• Tri-State University - Angola, Indiana - Bachelors of Science in Civil Engineering Feb. 1993 

Graduated with honors and a Member of Chi Epsilon - National Civil Engineering Honor Society. 

ABET accredited college now called Trine University 

Additional Skills – Autodesk Civil Series 2004 (Also AutoCAD Version 12 & 13), Trimble GPS equipment 

& software, MDOT Field Manager, Soil Erosion and Sedimentation Control MDEQ, Storm Water 

Operator, Concrete Level I Certification (expired), MCA Concrete Plant Inspection, Aggregate & Density 

Testing, Soils Exploration, Microsoft Excel, Word. 

REFERENCES for Eric Nelson 

Gary Dittmer, P.E. 

Engineer / Manager 

Mason County Road Commission 

510 E. State Street 

Scottville, Michigan 49454 

231-757-2882 

garydittmer@masoncrc.com 

Lance Malburg, P.E. 

Engineer 

Dickinson County Road Commission 

1107 S. Milwaukee Ave. 

P.O. Box 519 

Iron Mountain, MI 49801 

Ph: 906-774-1588 

Fax: 906-774-7227 

lance@dickinsoncrc.com 

3


Shawn McDonald 

Street Superintendent 

City of Ludington 

400 Harrison Avenue 


231-843-2873 

shawn_mcdonald@hotmail.com 

Additional References for Eric Nelson: 

John Kiefer, P.E. 

Research Engineer II 

LTAP – Michigan Technological University 

309 Dillman Hall 

Houghton, Michigan 49931 

(906) 487-2102 

jakiefer@mtu.edu 

Del Kirkby, P.E. 

Resident Engineer 

Michigan Department of Transportation 

7915 US-131 Hwy. 

Cadillac, Michigan 49601 

231-775-3487 

KirkbyD@michigan.gov 

Gregg Zack, P.E. 



2225 Olthoff Drive 

Muskegon, Michigan 49444 

231-777-3451 

zackg@mi.gov 

Keith Campbell 

Construction Technician 


2225 Olthoff Drive 

Muskegon, Michigan 49444 

231-777-3451 

CampbellKe@michigan.gov 

Past projects available upon request 

4

D.J. McQuestion & Sons Thomas David Peplinski, P.E. Project Manager 

1400 N. Washington Ave. Home (231) 845-1099 


tompep@djmcquestion.com 

Professional Civil Engineer 

PROFILE A proven professional in the road building industry from managing numerous MDOT, 

municipal and private projects throughout my 20 year career. 

• Michigan Professional Engineering License March 1999 

• Michigan Residential Builders License March 2001 

• Vice President and Project Manager for two major highway contractors 

• Engineering and Contracting experience from initial bidding to final completion 

• Recognized for professionalism and developing a trusting and lasting relationship 

though out the industry 

• Applied engineering background to all projects to improve efficiency of the crews and 

maintain a quality product 

• Responsible for developing value engineering changes in original plan designs to 

incorporate a better product for the owner or client 

• Worked on several design build projects 

2008 – Present Vice President / Project Manager DJ McQuestion & Sons, Inc. 

D.J. McQuestion & Sons, Inc is a large excavating contractor that was originally established in 

1949 and specializes in moving large volumes of earthwork in excess of one million cubic yards. Our 

primary work environment includes construction of new highways, road reconstruction, airports, large 

site work projects, box culverts, water, sanitary sewer, storm sewer, aggregate placement and all 

related work. We also have several milling and pulverizing machines for working with asphalt paving 

industry. Our office is based in LeRoy, Michigan which is located centrally in the northern part of the 

state. We generate in excess of $40 million worth of work annually and during the peak of the 

construction season we typically employ over 100 people. 

. 

Primary duties include estimating, bidding, contracts, subcontracts and the overall management and 

scheduling of projects. I am involved from the initial bidding process and paperwork to meeting with 

the superintendents and foreman on each project to develop schedules and coordinate 

subcontractors. I am also involved in the daily scheduling of crews and equipment placement. I look 

at every project for any value engineering or changes that would benefit the owner financially and/or 

create a better product. I am responsible for all paperwork that comes through the office which 

relates to almost every project we are involved in. I am involved with the payment of subcontractors, 

finalizing quantities on all projects and meeting with the owners or representatives on each project 

regularly to discuss scheduling, any issues that arise or any questions they may have. 


• Bid and managed a $40,477,000 design build project on I-96/M-43 in near Lansing, MI 

• Bid and managed a $45,603,000 project on US-231 in West Lafayette, IN 

• Bid and managed a total of 41 projects worth over $160,000,000 

1


1993 – 2008 Vice President / Project Manager Maclean Construction Company 

Maclean Construction Company was a third generation contractor that started business 

in 1945. They specialized in moving large volumes of dirt with scrapers and had a reputation 

for building a quality product. Their primary work was highway construction, airports, large sitework 

projects, underground construction and all related work. The corporation was based in 

Ludington, Michigan and generated an annual average volume of around $10 million. Maclean 

Construction employed over 50 people throughout the year. They felt that this size kept them 

efficient and focused on each and every project they were involved in. 

Primary duties included estimating, bidding, contracts, subcontracts, purchase orders, and 

overall management and scheduling of all projects for the company. I traveled to each project 

weekly and met with superintendents and foreman to discuss jobs and scheduling. When we 

were extremely busy I also was superintendent on several projects along with managing all 

other projects. I was involved in the payment of all subcontractors and responsible for getting 

paid for all our items of work and relating with representatives of each project. 


• Bid and managed a $28,300,000 project on a portion of the new M-6 South Beltline near 

Grandville, MI 

• Bid and managed a total of 57 projects worth over $150,000,000 

EDUCATION 

• Michigan State University, East Lansing, MI 

- Bachelors of Science in Civil Engineering March 1991 

Additional Skills/Certificates – Microsoft Project, Excel and Word, MDOT Field Manager, 

Michigan Storm Water Operator, Michigan Residential Builders License, Michigan Professional 

Engineering License 

Past projects managed attached and references available upon request 

2


Past Project Managed: 

I-96 / M-43 Design Build Project, Grand Ledge, Michigan (2009-2011) 

The Michigan Department of Transportation bid a design build project in the fall of 2009 which we 

were successful to get and complete in just over a two year period in which it was scheduled. We were 

given plans that were approximately 90% complete and had to put together a team and generate the 

final project and then put together pricing with subcontractors. Our winning bid was for a lump sum of 

$40, 477,777. Temporary crossovers were built in the fall of 2009 in order to maintain traffic for the 

following construction start. Final plans were completed and submitted in the winter of 2009/2010 for 

the I-96 work which was constructed in the 2010 season. The M-43 plans were completed and 

submitted in the fall of 2010 and approved and this portion was constructed in 2011. The major work 

on this project included: 

• Reconstruction of approximately 5.78 miles of I-96 

• Reconstruction of I-69 and I-69 turning roadways at connections with I-96 

• Reconstruction of approximately 0.82 miles of M-43 (Saginaw Highway) 

• Widening and reconstruction and overlay of 0.35 miles of Canal Road 

• Reconstruction and reconfiguration of the interchange ramps at M-43 

• Reconstruction of the interchange ramps at Grand River Avenue 

• Rehabilitation of ten bridge structures throughout the project 

• Design and replacement of drainage culverts and structures along I-96, M-43 and Canal 

• All new signing and pavement markings 

• Traffic Signal Work 

• I-96/Grand River Avenue interchange carpool lot expansion 

This project had a huge volume of management and coordination with the public, owner and all the 

subcontractors involved to make it successful. With this being one of MDOT’s first design build 

projects we learned a lot valuable experience from the bidding, design and construction phases. This 

project was centrally located around Lansing, MI and we had to work with enormous average daily 

traffic volumes of approximately 38,000 on I-96, 57,000 on M-43 and 36,000 on Canal Road. With 

these volumes of traffic we had to monitor traffic controls and devices daily for safety and movement, 

along with protecting the safety of our employees and subcontractors. We were complemented by all 

involved on the design, constructability and final product that was turned over to MDOT after 

construction was complete. 

3


US-231 West Lafayette, IN (2011-2013) 

We were awarded a low bid of $45,603,229 by the Indiana Department of Transportation in the 

winter/spring of 2011 for the US-231 relocation. This project was complicated in the fact that several 

entities were involved and it included a large quantity of subcontracts and was more challenging to 

manage. The newly proposed freeway extended through Purdue University and included several utility 

relocations within the contract. About ninety percent of the project is complete, with the remaining 

balance to be finished during the summer of 2013. 

• 5.33 miles of concrete pavement construction 

• 5 lane undivided roadway through Purdue from South River Road to State Road 26 

• 4 lane divided roadway from State Road 26 to US 52 

• 6 major cross roads will also be reconstructed or realigned to fit the new US 231 

• Non-motorized pathway construction from State Road 26 to US 52. 

• New bridge over a tributary of the Wabash River 

• New railroad bridge and railroad tracks over US 231 

• Off-site wetland mitigation 

• New traffic signal, fiber-optic communications, high voltage lines 

• Completion of West Lafayette 36 inch sanitary sewer trunk-line 

• Over 1.9 million cubic yards of earthwork 

This project also had a huge volume of coordination with the public, Purdue University, City of West 

Lafayette, INDOT, the railroad entity and all 26 subcontractors involved to make it successful. Purdue 

University was a large player in the project for scheduling and keeping students and faculty informed 

of upcoming schedules and working around their planned events. This project presented many new 

challenges to us which we overcame and are almost complete. We had entered a new market for road 

building in the state of Indiana and had to learn all new specifications and regulations, along with 

working beside several new subcontractors. This was a huge project within a large university. We had 

to deal with various city, county and INDOT officials for the first time along with the several thousand 

students, and keeping a safe working environment for all involved at all times. 

4


M-6 South Beltline (2001-2002) 

6.0 miles of new freeway, ramp grading and drainage in Ottawa and Kent Counties, Michigan. We 

were awarded a $28,299,451 project that was one portion of the new M-6 freeway that was being 

constructed on the south side of Grand Rapids, Michigan. Major components of this project were: 

• 6.0 miles of new freeway construction 

• 12 new bridge structures 

• Wetland creation and tree planting 

• Traffic signal installation 

• 1.97 million cubic yards of earthwork 

This project was one of about eight projects that completed the bypass around the south side of Grand 

Rapids, MI. We had to coordinate with MDOT on a regular basis and monitor the surrounding 

projects on either side of ours for scheduling. Thirteen subcontractors made up our team to complete 

this project. Due to the quantity of bridge structures on the project and limited access due to streams or 

water courses, we had to plan our earthwork moving operations to coincide with some of the bridge 

completion dates. Large amounts of material were excavated and moved on-site, along with trucked in 

material and through adjacent borrow areas that were obtained through special use permits. 

5


Previous Client References 

Amanda Hopper, PE 

MDOT Aeronautics Engineer 

2700 Port Lansing Road 

Lansing, MI 48906 

517-335-9246 

hopper@michigan.gov 

Patrick Gaffney, PE 

Engineer 

Isabella County Road Commission 

2261 E. Remus Road 

Mt. Pleasant, MI 48858 

(989)773-7131 ext 115 

engineer@isabellaroads.com 

Jeremy McDonald, PE 


MDOT, Grand Rapids TSC 

2660 Leonard Street NE 

Grand Rapids, MI 49525 

616-464-1800 

mcdonaldje@michigan.gov 

Larry Brenner, PE 

Project Engineer 

MDOT, Kalamazoo TSC 

5372 South 9 th Street 

Kalamazoo, MI 49009 

269-375-8900 

brennerl@michigan.gov 

Robb Welch, PE 


MDOT, Jackson TSC 

2750 N. Elm Road 

Jackson, MI 49201 

517-780-7540 

WelchRob@michigan.gov 

6


Chad Loney, PE 

Regional Vice President Michigan Operations 

Rieth-Riley Construction Co., Inc. 

867 Egypt Valley 

Ada, MI 49301 

(616)676-0446 

Cloney@rieth-riley.com. 

Gregory C. Johnson, PE 

MDOT, Chief Operations Officer 

State Transportation Building 

P.O. Box 30050 

Lansing, MI 48909 

517-373-4656 

johnsonG@michigan.gov 

7

D.J. McQuestion & Sons Blaine M. Delmotte Project Superintendent 

Blaine M. Delmotte 

123 W. Rose City Rd. Rose City, MI 48654 * (989)329-0344 * Delmotte27@yahoo.com 

Objective 

To obtain career opportunities in a supervisory position. 

Experience 

Foreman 

April 2009 – Present, D.J. McQuestion and Sons, Leroy, Michigan 

• Supervision of day-to-day operation of on-site highway construction projects. 

• Scheduling of daily operations. 

• Operation of heavy equipment as needed, i.e. road grader, excavator, bull dozer, 

front-end loader, roller, water truck. 

• Generate documentation for daily payment vouchers. 

• Schedule and coordinate work with other contractors. 

• Implement daily safety program. 

Foreman 

April 2003 – April 2009, Reith & Riley (H&D, Inc.) Bay Shore, Michigan 

• Supervision of day-to-day operation of on-site highway construction projects. 


• Operation of heavy equipment as needed, i.e. road grader, excavator, bull dozer, 

front-end loader, roller, water truck. 




Operator / Foreman 

April 1997 - April 2003, Payne & Dolan, Waukesha, Wisconsin 

• Supervision of day-to-day operations of MDOT highway construction. 


• Operation of heavy equipment i.e. road grader, excavator, bull dozer, front-end 

loader, roller, water truck. 




Operator 

March 1996 - April 1997, Brooks Pipe Line, Edmore, Michigan 

• Heavy equipment operator, i.e. back hoe, ditch-witch, track plow, utility truck. 

• Locating of public utilities in right-of-way. 

• Install gas services for DTE Energy. 

Laborer / Operator 

April 1990 - March 1996, Saginaw Asphalt, Carrolton, Michigan 

• Roller operator, tack truck operator, laborer on paving crew. 

• Roller operator, low-boy operator, laborer on grading crew. 

Education, Training, 

Licenses, Certifications 

• Ogemaw Heights High School Graduate : 1981 

• Current OSHA certification on Construction Safety & Health (Excavation Competent) 

• Drug and Alcohol Awareness Training 

• Current CPR and First-Aid certified 

• CDL - A 

• G.P.S. training / graders, bull dozers and excavators. 

• Hazardous Materials Certification 

1 


123 W. Rose City Rd. Rose City MI 48654, (989)329-0344, Delmotte27@yahoo.com

D.J. McQuestion & Sons Blaine M. Delmotte Project Superintendent 

References 

• Mark Nelson, Operator, D.J. McQuestion & Sons, West Branch, MI (989)345-1675 

• Troy Merchant, Forman, Durocher Marine, Cheboygan, MI, (231)420-5943 

• Raymond Reasner, Owner, R&R Tire, Rose City, MI, (989)685-2900. 

• Jerry Wilber, Owner, Jerry’s Construction, Rose City, MI, (989)329-6426 

• Reza Zolfaghari, Construction Technician for MDOT, Newberry, MI (906)293-5168 

• More references are available upon request. 

2 


123 W. Rose City Rd. Rose City MI 48654, (989)329-0344, Delmotte27@yahoo.com

D. J. McQuestion & Sons, Inc. 

for Co Rd 595 or Co Rd 550/510/Triple A 

POTENTIAL FOREMEN 

Craig Todd (Assistant Project Manager) 

5005 175 th Avenue 

Hersey, MI 49639 

(231)590‐7186 

Graduated Michigan Tech in 1997 with a Bachelors Degree in Land Surveying and an Associates in Civil 

Engineering Technology. Hired with D.J. McQuestion & Sons, Inc. 1999, Mr. Todd has 15 years in road 

construction surveying and management. Mr. Todd completed a 750 hour Grade Checker training program in 

2000 and has a current Soil Erosion and Sedimentation Control Inspector Certification. During his years with 

D.J. McQuestion & Sons, Inc. Mr. Todd has been assistant project manager, surveyor and GPS and machine 

control supervisor on the award winning $38,777,435 US‐131 bypass around Cadillac, MI, the $40,477,777 

Design Build Project on I‐96 & M‐43 and the $45,603,229 project on US‐231 in Indiana. 

Jeff Mertz (Site Manager) 

1473 W Heythaler Hwy 

Roger City, MI 49779 

(231)750‐3312 

Hired with D.J. McQuestion & Sons, Inc. in April of 2000, Jeff Mertz brought with him 20 years of road 

construction experience. In his 12 years with D.J. McQuestion & Sons, Inc. Mr. Mertz has successfully 

managed numerous projects including a $40,477,777 Design Build Project on I‐96 & M‐43, Lansing, MI, 

$4,820,090 H‐58 Project in Alger County, a $3,945,502 project on US‐23 in Cheboygan County and the award 

winning Highway for Life Project on M‐115 in Clare County. 

Keith Creighton (Pipe Foreman) 

9419 S Hemlock Road 

St. Charles, MI 48655 

Keith Creighton has been in the road construction industry for 17 years. In the 7 years he has been with D.J. 

McQuestion & Sons, Inc. Mr. Creighton has successfully managed pipe crews on big projects like the 

$40,477,777 Design Build Project on I‐96/M‐43, a $3,640,966 project on US‐31 in Berrien County, the 

$45,603,229 US‐231 Project in West Lafayette, Indiana and a $7,169,763 project on I‐75 in Ogemaw County.



POTENTIAL FOREMEN 

Scott Gingrich (Site Manager) 

12318 17 Mile Road 


Scott Gingrich has been with D.J. McQuestion & Sons, Inc. since 1989. During those 23 years, Mr. Gingrich 

has worked his way up from laborer to scraper operator, to push dozer operator to finish dozer operator to 

grader operator and finally to foreman. Having worked so many facets of the operation has made Mr. 

Gingrich and excellent foreman who knows every aspect of road building. Mr. Gingrich knows how to move 

dirt quickly and efficiently. Mr. Gingrich has managed projects such as the$38.7 million US‐131 bypass around 

Cadillac, MI, a $20,192,147 project on M‐24 in Lapeer County, the $7,997,712 Capital City Airport Project in 

Lansing, MI and the $45,603,229 project on US‐231 in West Lafayette, IN. 

Jamie Kanouse (Pipe Foreman) 

19737 McKinley Road 


Jamie Kanouse has been with D.J. McQuestion & Sons, Inc. since 1997. During his 15 years with D.J. 

McQuestion & Sons, Mr. Kanouse has move up from laborer to pipe layer, to excavator operator and now 

foreman. Mr. Kanouse does an excellent job of managing our pipe laying crews and specializes in placing box 

culverts. Mr. Kanouse was in charge of setting box culverts on numerous projects including 2 boxes on the 

Highway for Life project located on M‐115 in Clare County, 1088 ft of box culverts ranging between 6’ x 3’ to 

16’ x 5’ and 155 ft of a 3‐sided arch 32’ x 7’ on the $47 million US‐231 project in West Lafayette, IN, the 

$192,171 Aarwood Road project in Kalkaska County, the $3,153,338 Forest Hwy 37 project in Wexford 

County, the $238,560 136 th Street Box Culvert project in Newaygo County and 2 box culverts on the 

$4,820,090 H‐58 project in Alger County. 

Michael Kramer 

1637 N Thompsonville Road 

Beulah, MI 49617 

A seasoned construction Forman with over 34 years’ experience in roadway construction, Mike has a been 

directly involved in bidding, managing, and supervision of numerous roadway projects that involve clearing, 

earthwork, box culverts, storm sewer, sanitary sewer, water main, sand subbase, aggregate base, concrete 

curb & gutter, hot mix asphalt paving, restoration and related work. Mike also has a great deal of experience 

in environmental remediation of soils, demolition of structures, construction of sanitary lift stations and water 

booster stations. Mike also owned and operated Kramer Construction, Inc. that completed roadway projects 

as an excavating company. As a previous owner/operator Mike understands the importance of completing 

projects on time and keeping costs within budgets. Mike works well with other subcontractors and can 

coordinate multiple subcontractors on a project so that work is completed efficiently.



SAFETY OFFICER 

Brandy Prosch 

14017 135 th Avenue 


B.S. in Construction Management from Ferris State University 

B.S. in Business Administration from Ferris State University 

B.A. Applied Speech Communication from Ferris State University 

OSHA 30 hour Occupational Safety and Health Training Course in Construction Safety & Health 

Drug and Alcohol Awareness Certified 

Employed by D.J. McQuestion & Sons, Inc. since 1993. Started as a laborer and then an equipment operator. 

After completing Construction Management degree, began work in the Corporate office. Duties include 

estimating, mill/pulverizer scheduling, EEO Officer, Safety Officer and various other construction management 

duties. Responsible for employee/supervisor training on both Title VI and Safety Issues. Responsible for 

employee drug & alcohol awareness training and testing, spring supervisor safety training, generate Tool Box 

Talks to be used in the field, coordinate meetings for First Aid, CPR, utility safety, and excavation/trenching 

safety training with MITA. Perform unannounced visits to jobsites to evaluate safety measures being used on 

projects and to ensure that Title VI requirements are being met.


MDOT US-131 Bypass, Wexford County NH 83033 – 34682/34683 (2002-2004) 

D.J. McQuestion & Sons Inc. built the award winning $38.7 million US-131 bypass around Cadillac, 

Michigan. This project involved 10.45 miles of new four-lane divided highway from the existing US-131 

Highway north of Cadillac to north of Manton. The original project included over 7,323,000 cyds of earth 

excavation, 68,580 cyds of peat excavation, 625,900 syds of aggregate base, 200,000 tons of hot mix 

asphalt, culverts, slope restoration and related items of work. Anticipating a substantial cost savings by 

redesigning the roadway, D.J. McQuestion & Sons, Inc. submitted a value engineering change proposal. 

The result was a $2.4 million savings in earthwork and an earlier completion date. The project had a 

contract completion date of May 26, 2004, the actual completion date and opening of the freeway was 

September 19, 2003, 8 months early. The project received the 2004 Eminent Conceptor Award for 

engineering, the highest award given from the American Council of Engineering Companies of Michigan 

and the Michigan Society of Professional Engineers.


MDOT Highway for Life- M-115, Clare County, 18011-84169 (2009) 

D.J. McQuestion & Sons, Inc. teamed with Central Asphalt to complete the 5.5 mile, rural, 2 lane road and 

bridge reconstruction project located on M-115 in Clare County. This was a Best Value Contract and was 

awarded based on a point system that took into account six key areas: open to traffic date, construction 

and cleanup completion, pavement performance, worker safety during construction, work zone crashes 

and motorist delays. The use of performance contracting for construction (PCfC) gave D.J. McQuestion 

& Sons and Central Asphalt the flexibility to implement innovative construction practices including: 

bridge construction using Hyspan-type design, elimination of joint repairs by rubblizing the underlying 

concrete pavement, drainage improvements, HMA transfer and placement, widening of existing shoulder 

to provide two-way traffic, traffic pull off areas, and 24-hour motorist assistant services to minimize 

impact on traffic. The project was open to traffic 20 days early, had zero injuries, only 2 deer related 

crashes and an average of only 2 minute, 16 second traffic delays. A life-cycle cost analysis, performed to 

compare the conventionally-constructed roadway with the as-constructed roadway, showed a savings to 

the public of $1,651,675. The project was selected by AAA, the U.S. Chamber of Commerce and the 

American Association of State Highway and Transportation officials as one of America’s 10 best 

transportation projects. 

MDOT I-96/ M-43 Design Build Project, Clinton & Eaton Counties, 19022-45639 

(2009-2011) 

D.J. McQuestion & Sons, Inc. was awarded the $40,477,77 design build project located in Grand Ledge. 

The work involved reconstruction of approximately 5.78 miles of I-96, reconstruction of .82 miles of M- 

43, reconstruction of I-69 and I-69 connectors with I-96, widening and reconstruction of .35 miles of 

Canal Road and reconstruction and reconfiguration of the interchange ramps at M-43 and Grand River 

Avenue. The work also included rehabilitation of ten bridge structures, design and replacement of 

drainage culverts and structures along I-96, M-43 and Canal Road, and I-96/Grand River Avenue 

interchange carpool lot expansion. The project had approximately 300,000 cyds of earthwork and over 

400,000 syds of concrete pavement over Cement Treated Base equating to approximately 17 miles of twolane 

concrete freeway built in only one year and while under traffic. The size of this project and the sheer 

volume of traffic (Canal Road ADT 36,000, I-96 ADT 38,000, M-43 ADT 57,000) required close 

management and coordination with the public, the owner and all of the subcontractors involved. D.J. 

McQuestion & Sons, Inc. was complemented by all involved on the design, constructability and final 

product that was turned over to MDOT at completion


Indiana DOT – US-231 Project in West Lafayette, Indiana, IR-29161-A. (2010-2013) 

D.J. McQuestion & Sons, Inc. was awarded a $47,000,000 project by the Indiana Department of 

Transportation. The project included 5.33 miles of new freeway construction that consisted of 1,900,000 

of earth excavation, 150,000 tons of aggregate base, 4800 lft of 36” Sanitary Sewer between 25’ and 35’ 

deep, 2800 lft of 8” to 24” sanitary sewer, 1088 lft of box culverts between 6’ x 3’ to 16’ x 5’, 155 lft of 3- 

sided arch 32’ x 7’, 12,390 lft of storm sewer between 12” and 90” diameter, 135 manholes, 166,000 syds 

of cement stabilization, 272,551 syds of 10” concrete roadway, 42,280 tons of HMA and 2 bridges. The 

project started in April of 2011 and is anticipated to be completed in July of 2013, almost 3 months ahead 

of schedule. Subcontractor coordination was critical since there were over 25 subcontractors involved in 

the project. Completion date is September 30, 2013. 

MDOT – H-58 Project in Alger County, Michigan, 105445-88435A. (2009-2010) 

D.J. McQuestion & Sons, Inc. was awarded the $4,820,090 project on H-58 near Pictured Rocks in Alger 

County. The project consisted of 7.84 Miles of clearing, embankment, aggregate base, culverts, hot mix 

asphalt, pavement marking, and slope restoration on H-58 from the Pictured Rocks National Lakeshore 

south boundary to west of Hurricane River. The project included 25 acres of clearing, 360,000 cubic 

yards of earthwork, 66, 000 tons of aggregate base, box culverts, culverts, and related items of work. The 

project began in May of 2009 and was completed on time in October of 2010. “The progress of 

McQuestion is just astounding. They’ve built two miles of road in the last four weeks” –Robert Lindbeck, 

Engineer Manager of the Alger County Road Commission.


MDOT–M-115 in Wexford County, Michigan, 83051-103028 (2012) 

Expedited Schedule 

D.J. McQuestion & Sons, Inc. was awarded the $2,173,742 project on M-115 in Wexford County. The 

1.50 miles of roadway reconstruction was on an expedited schedule that involved complete removal of the 

old concrete roadway (42,000 syds), 8,750 cyds of sand subbase, 46,945 syds of 6” aggregate base, 

culverts, concrete curb & gutter, 16,188 tons of HMA, guardrail, and slope restoration. The entire project 

from start to completion was constructed in only 30 calendar days.

EMPLOYEE NAME TITLE ROLE ON THIS PROJECT 

Connie S. Houk, PE Senior Transportation Engineer Lead Road Engineer 

COMPANY NAME: WITH WILCOX SINCE: ADDITIONAL YEARS OF EXPERIENCE: 

Wilcox Professional Services, LLC 2001 12 years with MDOT 

EDUCATION: 

B.S., Civil Engineering, 1989, Michigan Technological University, Houghton, Michigan 

LICENSES, REGISTRATIONS, and OTHER PROFESSIONAL QUALIFICATIONS: 

Professional Engineer, 1994, Michigan, 6201039657, Professional Engineer, 2011, North Carolina, 38439 

SPECIFIC EXPERIENCE 

Prior to joining Wilcox, Ms. Houk was employed by the Michigan Department of Transportation for over 

twelve years, where she gained experience in Road Design, Construction, statewide Pavement Management 

Evaluation, and the Early Preliminary Engineering Phase of Project Development. Ms. Houk was also involved 

with the Preventative Maintenance Program development and determining projects statewide that were suitable 

for the program. Ms. Houk has pertinent experience and background with roadway projects from beginning to 

end; starting with a project’s inception, determining the best pavement fix for the life extension desired, 

scoping the project, designing the plans, and following the project into construction while conducting the field 

inspection. Ms. Houk specializes in road design projects, County Road Commission road and bridge designs, 

streetscape design and a variety of other civil engineering projects. 

Project Name: Michigan Ave from Linden St Northerly to Pine St Streetscape Project 

Location: City of Big Rapids, Michigan 

Section I.D.: CS 54107, JN 105609 

Start Date: 2008 

End Date: 2010 

Wilcox Role: Prime Consultant 

Service Budget: $164,000 

Constr. Budget: $1.3 Million 

Client: City of Big Rapids 

Client Role: Dep Dir-PublicWorks 

Client Contact: Roger Schneidt 

Client Phone: 231-592-4016 

Role: Project Manager and Field Construction Engineer 

Project Description: The project included the replacement of existing 

lighting with energy-efficient LED lighting, and sidewalk replacement, 

trees and other landscaping features, case signs and history signs. The 

project also included complete street reconstruction for three blocks. 

Project is 0.37 miles of concrete sidewalk, decorative lights, landscape 

plantings, planters, bollards, benches, storm sewer, hot mix asphalt 

paving, brick pavers, concrete curb and gutter, and pavement markings 

on Michigan Avenue from Linden Street northerly to Pine Street, in the 

City of Big Rapids, Mecosta County. Also included in this project was 

a very unique private landscaped area called Pocket Park which 

included a pergola band shelter, landscaped areas, and sculptures. 

Wilcox assisted the City in obtaining a $500,000 grant from MSHDA 

for Vibrant Small Cities Initiative and $400,000 Transportation 

Enhancement Grant from MDOT. 

Project Name: 4th Avenue from Madison Avenue to Baldwin Street; Bjornson Street from 

DeKrafft Avenue to Milton Avenue; Bronson Avenue from Maple Street to 

Milton Avenue 

Location: City of Big Rapids, , Michigan 






Constr. Budget: $209,900 


Client Role: Deputy Director of 

Public Works 



Role: Project Manager and Lead Road Engineer 

Project Description: Project involved 1.42 miles of hot mix asphalt 

cold milling and overlay on Bronson Avenue from Maple Street to 

Milton Avenue, on Bjornson Street from DeKrafft Avenue to Milton 

Avenue, and on Fourth Avenue from Madison Avenue to Baldwin 

Street in the City of Big Rapids, Mecosta County. Projects also 

included ADA compliant sidewalk ramps, adjusting drainage structures, 

intermittent curb and gutter replacement, and pavement marking. This 

project was funded with American Recovery and Reinvestment Act 

funds. 

Connie S. Houk, P.E. 

Page 1 of 5

Project Name: M-66 from 300’ south of Grand Eastern Railroad to 22’ south of M-21 

Location: City of Ionia in Ionia County, Michigan 

Section I.D.: CS 34032 JN 90033 





Constr. Budget: $2,347,000 

Client: MDOT 

Howard City TSC 

Client Role: Project Manager 

Client Contact: Charlie Stein, PE 


Role: Project Manager – Managed and led the design, geotechnical 

investigation, survey, and maintenance of traffic. Coordinated work 

with subconsultants, the City, the City’s consultant, and utility 

companies. Responsible for all project communication with MDOT 

Project Manager. 

Project Description: The project consisted of 0.527 miles of full depth 

roadway reconstruction design with concrete pavement matching in to 

the existing concrete section on M-66 south of the railroad at the P.O.B. 

and south of the M-21 signalized intersection at the P.O.E. This work 

included full depth removal of the existing pavement structure, 

replacement with concrete pavement, aggregate base, subbase and 

subbase underdrain. The project also included curb and gutter removal 

and replacement, storm sewer rehabilitation, driveway grading, access 

management upgrading, review and inclusion of ADA requirements for 

sidewalk ramps and pedestrian signals, SHPO concerns, improving the 

radius in the southeast quadrant of M-21, maintaining traffic with a oneway 

detour and signal staging, pavement marking, and signing. Wilcox 

conducted soil borings and performed specific foundation designs due to 

poor soil conditions for signal design at 3 intersections. Survey services 

were to determine the existing right-of-way limits. The project was 

located in a very old platted portion of Ionia. Coordinated work with 

City of Ionia and incorporated municipal utility design. Project required 

multiple Public Utility Relocations. Attended Utility Meetings. 

Developed alternate utility relocation locations both in design and 

throughout construction season. Performed Construction Assistance. 

Project Name: US-23 From Black River Road south to Everett Road 

Location: in Alcona and Haynes Township in Alcona County, Michigan 

Role: Project Manager and Lead Road Engineer 

Section I.D.: CS 01052, JN79387C 






Client: MDOT-Alpena TSC 


Client Contact: Kevin Schaedig 


Project Description: Project involved design services for 4.9 miles of 

US-23. The project consists of all work related to designing this 

roadway project, including but not limited to asphalt stabilized crack 

relief layer with asphalt overlay of the existing roadway, subgrade 

undercutting when necessary, geometric improvements, intersection 

improvements, curb and gutter, extensive culvert and drainage work, 

guardrail, slope flattening, driveway grading, ditching, utility 

coordination and maintaining traffic. Geometric improvements include 

superelevation corrections, vertical alignment corrections for sight 

distance and modification of intersection designs. Plans also include 

pavement markings, necessary signing, restoration, and safety items. 


Page 2 of 5

Project Name: Lake George Avenue Streetscape and Roadway Reconstruction 

Location: From Mannsiding Road northerly to Arthur Road and from Arbor Drive northerly to 

Arthur Road , Clare County, Michigan 

Section I.D.: CS18555, JN89693A 



Wilcox Role: Prime 



Client: Clare CRC 

Client Role: Project Engineer 

Client Contact: Ron Bushong 


Role: Lead Design Engineer 

Project Name: I-475 Design-Build from I-75 north to I-69 

Location: Flint, Genesee County, Michigan 

Section I.D.: CS25132, JN44785C 






Client: MDOT 


Client Contact: Keith Brown, PE 

Client Phone: 810-658-4029 Ext. 

310 


road reconstruction, earthwork, storm sewer, concrete curb, gutter, and 

sidewalk, ADA ramps, decorative street lighting, landscaping, and 

streetscape amenities on Lake George Avenue from Mannsiding Road 

northerly to Arthur Road and from Arbor Drive northerly to Arthur 

Road, Clare County. 

Role: Pavement Condition Engineer Description: This project 

consists of developing a Design/Build Request for Proposal (RFP) for 

the reconstruction/rehabilitation of the I-475 corridor from I-75 north to 

I-69. The scope of this Design-Build Project included the 

reconstruction of I-475 from I-75 north to Bristol Road, concrete 

pavement repair from Bristol Road to I-69, Hill Road Interchange ramp 

reconstruction, geometric evaluation and potential modification of the 

Bristol Road Interchange ramps, geometric analysis for design 

exceptions, hydraulics/drainage analysis and right-of-way evaluation. 

Load rate and evaluate four bridges (S02, S37, S03 and S04 of 25132) 

located between I-75 and Bristol Road to confirm or redefine the scope 

of work. Provide roadway, structure and hydraulic pick up survey as 

required to complete the development of the DB RFP, structure 

foundation geotechnical investigation, engineering analysis and a 

report. Identify and address any environmental issues identify and 

coordinate required permits. Clear and mitigate utility issues. 

Coordinate with MDOT, local communities, utility owners and other 

stakeholders during the development of the DB RFP. Evaluate the 

potential mobility impacts of this project per the MDOT Work Zone 

Safety and Mobility Policy and complete the TMP, TTCP, TOP and PIP 

as required. A Pavement Survey was performed on all lanes of 

northbound and southbound I-475 from Bristol Road to I-69, all lanes 

of southbound I-475 from the northbound I-75 overpass south until the 

roadway merges into southbound I-75, 4 ramps at Bristol Road, and 2 

ramps at Atherton Road. Visual distresses were recorded along with 

the severity of associated distress. Data was then processed to 

determine the repair plan. Prioritization of repairs is both a function of 

the severity level and the available budget on the project. Quantities 

and costs were then calculated for the project and included in Book 3, 

the Reference Information Document (RID) for the RFP. 


Page 3 of 5

Project Name: Jordan Road (US-127 to Isabella Road) 

Location: Isabella County, Michigan 

Role: QA/QC Engineer 

Section I.D.: NA 






Client: Isabella CRC 

Client Role: Engineer 

Client Contact: Patrick Gaffney 


Project Description: 0.5 mile long project involving the reconstruction 

of an existing two lane gravel road to paved section. The design 

included sand subbase, aggregate base and one course of HMA. An 

existing county drain clay tile along Jordan Road was removed and 

replaced with concrete storm sewer with catch basins to convey surface 

water from roadside ditches and the surrounding area. 

Project Name: Winn Road from South County Line to Coe Road 

Location: Fremont Township, Isabella County, Michigan 

Role: Lead Road Designer 

Section I.D.: 37555 / 76579A 



Wilcox Role: Staking, Testing & 

Project 

Administration 

Service Budget: $ 63,678 

Constr. Budget: $ 578,891.00 



Client Contact: Pat Gaffney 


Project Name: M-33, from north of Borden Road to M-72 

Location: Mio, Michigan 

Section I.D.: CS 68011, 65052, 

68012, JN 53300 






Client: MDOT-Alpena TSC 


Client Contact: Kevin Schaedig, PE 


Project Description: Project involved 1.06 miles of road 

reconstruction, including earthwork, subbase, aggregate base, base 

crushing and shaping, hot mix asphalt paving, paved shoulders, 

aggregate shoulders, drainage, curb and gutter at intersections, 

guardrail, turf establishment and pavement markings on Winn Road 

from South County Line Road to Coe Road, in Fremont Township, 

Isabella County. Intersection reconstruction at M-20 involved 

muck/peat excavation. 

Role: Lead Road Engineer responsible for the plan development, 

along with specifications and estimates. Attended all meetings, held 

Public meetings, and designed the streetscape. Project Description: 

Design engineering services for 12.43 miles of M-33, from north of 

Borden Road to just north of M-72 in Mio. The project included 

crushing and shaping the pavement, concrete intersection, numerous 

guardrail improvements, storm sewer design, proposed left turn lane 

design, passing relief lane design, streetscape of downtown, right-ofway, 

driveways, maintaining traffic, and pavement markings. Concrete 

Intersection at M-72 and M-33 with part-width MOT. Design of 0.6 

miles of streetscaping with decorative and plain concrete sidewalks, 

planters, trees, lighting, conduit, and three tier retaining wall with builtin 

planting beds was added to this project. Passing relief lanes were 

separated and let in a second letting. 


Page 4 of 5

Project Name: US-131 SB, from Ann Street north to North Park Street 

Location: Cities of Grand Rapids and Walker, Kent County, Michigan 

Section I.D.: CS 41131 & 41132, 

JN 45811A 






Client: MDOT Grand 

Region 


Client Contact: Bart Franklin, PE 


Role: Project Manager performed all Project Management functions 

and performed major design, wrote specifications, calculated quantities 

and estimates. Coordinated design, bridge design, maintaining of traffic, 

environmental issues, utilities and freeway lighting. Conducted 

correspondence and attended all meetings. Project Manager for the PSI 

for environmental contamination also. Project Description: Design 

services for 2.09 miles of US-131 SB, from Ann Street, S18 of 41131, 

north to North Park Street, S01 of 41132, within the cities of Grand 

Rapids and Walker. This project included designing Freeway 

Reconstruction, Reconstruction of Ramps, Construction of 

Weave/Merge Lane, and Coordination of Bridge Rehabilitation for 

seven (7) structures. Coordinated with one (1) Railroad. Design was for 

concrete reconstruction and widening through a very environmentally 

sensitive area that is in the Grand River floodplain and on an old landfill. 

Floodplain, wetlands, and contamination impacts were dealt with. 

Design also included freeway lighting, single face concrete barrier, 

storm sewer during soil drilling that Wilcox performed for project, sheet 

piling retaining walls, and approach work. Very complex maintenance 

of traffic was designed. Conducted a Preliminary Site Investigation 

(PSI) under separate authorization to identify the location, nature, extent, 

and volume estimate for contamination found within the 2.5 acre 

proposed reconstruction area. Performed Construction Assistance. 


Page 5 of 5

EMPLOYEE NAME: TITLE: ROLE ON PROJECT: 

Scott Buchholz, P.E. Senior Project Professional Lead Value Engineer 


Wilcox Professional Services, LLC 2007 20 

EDUCATION: 

B.S. Civil Engineering, 1987, Michigan Technological University, Houghton, MI 

LICENSES and REGISTRATIONS: 

Professional Engineer: Michigan, 1991 (No. 37498), Ohio, 2000 (No. E-65377), Florida, 2002 (No. 58332) 

Civil Engineer: California, 1990 (No. C 45530), North Carolina, 2011 (038424) 

GENERAL EXPERIENCE and QUALIFICATIONS: 

Mr. Buchholz has 25 years of professional experience in bridge design, bridge load rating, bridge inspection 

and construction administration. During his 18 years design experience, he was the lead bridge designer or 

project manager on 36 MDOT bridge reconstruction projects and assisted with the design of numerous other 

bridges. Mr. Buchholz acted as the lead load rating engineer for hundreds of MDOT bridges. Mr. Buchholz’s 

construction experience, 7 years, includes managing bridge projects as a resident engineer and as a bridge 

construction area supervisor. 


Project Name: I-75 from Linwood Road to Saganing River 

Location: Bay Region, Michigan 

CS 09035 

Section I.D.: JN 108681, 

JN 108781 



Prime Consultant 

provided bridge 

Wilcox Role: design, survey and 

geotechnical 

investigation 

Service Budget: $1,364,159 


Client: 

MDOT 

Design Division 


Client Contact: Ken Tiffany, PE 


Role: Project Manager and Lead Bridge Engineer. Led the bridge 

design and preparation of final bridge plans. Managed the geotechnical 

investigation, survey work and bridge design performed by two subconsultants. 

Coordinated with MDOT Bay Region staff performing 

road design and maintenance of traffic. 

Project Description: This I-75 project included rehabilitating 8 miles 

of freeway pavement and the rehabilitation / reconstruction of 11 

bridges. The road design and maintenance of traffic were performed by 

MDOT. Eight of the bridges are on I-75 and three of the bridges are 

overpasses crossing I-75. This project was on an accelerated 5 month 

design schedule. The width of the median and outside shoulders was 

upgraded to current standards on all eight bridges carrying I-75 traffic. 

Deficient bridge deck crowns were corrected to avoid transitioning I-75 

proposed pavement crown. The bridge scope of work included two 

widened bridge replacements, two widened superstructure 

replacements, widening of four bridges w/existing fascia beam 

replacements, concrete overlays in seven bridges, concrete and steel 

beam end repairs, pin and hanger replacement, bearing replacement, 

structural steel painting and extensive substructure repairs. 

Scott Buchholz, P.E. 

Page 1 of 4

Project Name: County Road 510 over Dead River 

Location: Marquette County, Michigan 

Section I.D.: N/A 

Role: As Project Manager and Lead Bridge, led bridge design and 


coordinated geotechnical investigation. Created concept of continuous 


3-span steel structure with equal height 85 foot tall piers. Designed or 

checked all structural calculations. 


Project Description: The project involves replacement of a historical 


bridge by relocating the road to a new three span 532 foot long plate 

Constr. Budget: $4,500,000 approx. girder bridge. The proposed road alignment greatly improves both 

Client: Marquette CRC vertical and horizontal alignment and is about 4,000’ long. The bridge 

Client Role: Engineer-Manager design includes 85 foot tall piers. Due to varying depth of bedrock, 

Client Contact: James Iwanicki multiple foundation types were required. These foundations included 

Client Phone: drilled shafts, spread footing and driven steel H piling. Both piers have 

906-486-4491 

fixed bearings and were designed thin enough to easily deflect due to 

thermal movements from the steel plate girders. 

Project Name: M-85, Fort Street from Schaefer Highway to Oakwood Boulevard 

Location: Wayne County, City of Detroit 

Section I.D.: CS 82073 JN 79724 Role: Senior Bridge Engineer providing design, specification writing 


and plan preparation assistance. Led design, refined analysis and 


detailing of sharply skewed 3 span continuous steel plate girder 

superstructure. Assisted with design and detailing of pile supported 


strut and lightweight fill. Project Description: This 4R road 


reconstruction and viaduct replacement project is approximately 1.12 

Constr. Budget: $44,000,000 miles of a multi-lane boulevard reconstruction and the replacement of 

MDOT 

the three-bridge historic viaduct. The historic viaduct consists of a 

Client: 

Metro Region seven-span bridge over two railroads, two bridges over local streets and 

Client Role: Project Manager 4400 feet of retaining wall. The bridge over the railroads (R01) and 

Client Contact: Mark Sweeney, PE bridge over Pleasant Street (S01) will be replaced with the main 

Client Phone: historical features restored; the bridge over Sanders Street (S02) will be 

248-483-5100 

removed and filled in with new retaining walls. Replacing the bridges 

and retaining walls is challenged by very soft soils under the existing 

spread footings which had settled up to 18” and is still moving. The 

proposed wall replacement included an innovative pile supported strut 

carrying embankment and live load loads. The road scope of services 

includes pavement reconstruction, storm runoff separation from CSO, a 

new pump station, decorative lighting on the viaduct, street lighting on 

the boulevard, utility relocations, safety and crash analysis, signing, 

signals, non-motorized facilities, landscaping, stamped concrete and 

other context sensitive solutions in addition to Public Involvement 

Meetings, and Value Planning Workshops. The Wilcox Team achieved 

100% storm separation from CSO and eliminated the need for a pump 

station. The scope includes the coordination with all stakeholders (the 

adjacent Bascule Bridge project, other segments of M-85, DRIC, 

Gateway and numerous utilities). 

MDOT Bridge Coordinator – Pablos Rojas, PE; 517-373-2232 


Page 2 of 4

Project Name: Easterday Ave over I-75 

Location: Sault Sainte Marie, Michigan 

Section I.D.: CS17037 JN107231 






Client: MDOT 


Client Contact: Sam Guerrazzi, PE 

Client Phone: (517) 373-0737 



Section I.D.: CS25132, 

JN44785C 






Client: MDOT 



Client Phone: 810-658-4029 Ext. 

310 


Page 3 of 4 


widening design and preparation of final bridge plans. Managed and 

coordinated the geotechnical investigation, survey work, road design, 

permanent signing, utilities, signal work and maintenance of traffic. 

Project Description: This project consisted of widening the existing 

four span steel bridge 9’-6” toward the south and rehabilitating the 

remaining bridge portions. A 14’ wide non motorized path was 

constructed on the south side of the bridge and extended 600’ into the 

approaches. The exiting 6’ wide sidewalk on the bridge’s north side 

was replaced with a flush shoulder. A new line of steel beams was 

added and all substructure units were lengthened to facilitate the bridge 

widening toward the south. The remaining portions of the exiting 

bridge were rehabilitated. The existing deck joints were replaced, a new 

deep concrete overlay was constructed, and the existing substructure 

was repaired. 

Role: Bridge Engineer. This project consists of developing a 

Design/Build Request for Proposal (RFP) for the 

reconstruction/rehabilitation of the I-475 corridor from I-75 north to I- 

69. The scope of this Design-Build Project included the reconstruction 

of I-475 from I-75 north to Bristol Road, concrete pavement repair from 

Bristol Road to I-69, Hill Road Interchange ramp reconstruction, 

geometric evaluation and potential modification of the Bristol Road 

Interchange ramps, geometric analysis for design exceptions, 

hydraulics/drainage analysis and right-of-way evaluation. Load rate and 

evaluate four bridges (S02, S37, S03 and S04 of 25132) located 

between I-75 and Bristol Road to confirm or redefine the scope of 

work. Provide roadway, structure and hydraulic pick up survey as 








Safety and Mobility Policy and complete the TMP, TTCP, TOP and PIP 

as required. A Pavement Survey was performed on all lanes of 

northbound and southbound I-475 from Bristol Road to I-69, all lanes 

of southbound I-475 from the northbound I-75 overpass south until the 

roadway merges into southbound I-75, 4 ramps at Bristol Road, and 2 

ramps at Atherton Road. Visual distresses were recorded along with 

the severity of associated distress. Data was then processed to 

determine the repair plan. Prioritization of repairs is both a function of 

the severity level and the available budget on the project. Quantities 

and costs were then calculated for the project and included in Book 3, 

the Reference Information Document (RID) for the RFP.

US-24, US-12 to Joy Road Location: Wayne County, Michigan 

Project Name: 

CS 82053 & 82062 

Section I.D.: - JNs 58175A & 

60333A 



Wilcox Role: N/A 



Client: MDOT 


Client Contact: Raja Jildeh, PE 

Client Phone: (517) 373-0736 

Project Name: 


design and preparation of final bridge plans. Managed the 

geotechnical investigation and survey work. Coordinated with staff 

performing road design and maintenance of traffic. 

Project Description: Partial replacement, widening and repairs of 

seven urban bridges including 3.53 miles of HMA pavement overlay. 

Bridge work included five superstructure replacements, three partial 

pier replacements, a bridge widening, two epoxy overlays, beam end 

and substructure repairs. Innovative project specific details were 

created including post-tensioning abutment walls, temporary pinning of 

backwalls at expansion bearings and geogrid reinforced backfill. This 

project won 2008 ACEC/Michigan Engineering Honorable 

Conceptor Award and was one of eight national 2008 ACEC 

Engineering Excellence Grand Award Winners. 

M-39 from I-94 to M-10 Location: Wayne County, Michigan 

CS 63171, 82192 & 

Section I.D.: 

82193-JNs 76902A, 

79531A, 79532A & 

79535A 



Wilcox Role: Subconsultant 



Client: MDOT 


Client Contact: Matt Chynoweth 

Client Phone: (517) 322-3322 

Role: Sub Lead Bridge Engineer. Led the design and plan 

preparation of Wilcox assigned bridges and sound walls. Coordinated 

with the project manager, lead bridge engineer, road and maintenance 

of traffic designers and utilities. Project Description: The Wilcox 

structure portion of the project included partial reconstruction of two 

bridges and full replacement of about 15,500 ft of walls. The scope of 

work at the bridges included deck replacement, backwall replacement, 

replacement of existing steel bearings at abutments with elastomeric 

bearings, structural steel work, structural steel painting and substructure 

repairs. Both bridges had curved u-turn lanes at fascias. The 

superstructure at one of the two bridges had to be partially replaced & 

raised to improve the vertical clearance underneath. This structure work 

was part of a larger freeway corridor project. 


Page 4 of 4


Bradley J. Butcher, AIA Project Manager / Architect Senior Architect 

COMPANY NAME: YEARS WITH WILCOX ADDITIONAL YEARS OF EXPERIENCE 


EDUCATION: 

Bachelor of Architecture, Lawrence Technological University, 1988 

Bachelor of Science in Architecture, Lawrence Technological University, 1986 

LICENSES / REGISTRATIONS: 

Professional Architect: 

Michigan 1301 035102, Ohio ARC.0313238, Indiana AR10300016, New York 031627-1, NCARB 

PROFESSIONAL QUALIFICATIONS: 

Bradley J. Butcher, AIA as Project Manager/Project Architect is responsible for design leadership during the programming 

and design phases, overseeing construction documents, and quality control. 

Brad has over 29 years of experience in the design of military, municipal, commercial, resort and residential projects. His 

expertise in design and planning has been refined by continued research into developing trends and expanding technologies 

in architectural design. Brad takes great pride in assisting clients develop ideas that accommodate their lifestyles and work 

environments along with enabling them to learn more about why quality architectural solutions enhance the quality of life. 


Project: 

Client: 

Wilcox Role: 

General Aviation Terminal, 

Gaylord Regional Airport 

City of Gaylord, Otsego County, Michigan 

Gaylord Regional Airport. Contact: Matt Barresi, Airport Manager, 

(989) 732-4218 

N/A 

Dates: 

Service Fee: 

Constr. Cost: 

2005-2007 

$47,500 

$1,300,000 

Sr. Architect/Project Manager. Responsible for design and overall project coordination, client 

Staff Role: 

contact and QA/QC. 

Project Description: Prior to becoming Wilcox, the Gaylord Office was contracted to provide Architectural Design 

Services for a 4,800 SF general aviation terminal which replaced a 40+ year old facility and provides lobby/waiting space for 

up to 30 persons, a full kitchen, two conference rooms, administrative office space, a pilot resource center with overnight 

accommodations and flight planning room, and space set aside for future airport-related business. Unique to the project is a 

second floor observation roof that provides an uninterrupted view to the flight line over the entire length of the main 

runway. Building construction is slab on grade with standing seam metal roof. The building was designed to comply with 

the Advisory Committee’s priorities including traffic flow, operational efficiency, aesthetics, sightlines in the building and 

staff needs. The interiors of the terminal are in a style appropriate to northern Michigan and they offer a very comfortable 

ambiance for visitors and pilots before and after their flights into Gaylord. 

Bradley J. Butcher, AIA

Project: 

Client: 

Wilcox Role: 

General Aviation Terminal, Spencer J. Hardy Airport 

City of Howell, Livingston County, Michigan 

Livingston County Airport. Contact: Mark Johnson, Airport Manager, 

(517) 546-6675 

Sub Consultant 

Dates: 

Service Fee: 

Constr. Cost: 

2011 – 

Current 

$41,876 

$843,000 


Staff Role: 


Project Description: Prior to becoming Wilcox, the Gaylord Office was contracted to provide Architectural Design 

Services for a 4,000 square foot single-story General Aviation Terminal at Livingston County Airport. The new facility 

offers office space, a waiting room with reception, conference rooms, pilot’s lounge, and necessary mechanical, electrical, 

building systems and site improvements. Innovations in construction included pre-engineered roof trusses for expediency in 

construction, low maintenance exterior materials, a standing seam metal roof, and heated sidewalks for ease of access in 

winter months. Architecturally, the building’s design gives a nod to the architectural character of the town of Howell and 

will provide an appealing gateway to the community for visitors arriving by private aircraft. 

Project: 

Client: 

Wilcox Role: 

DTMB/DMVA Camp Grayling, Vehicle Wash Facility 

City of Grayling, County of Crawford 

DTMB-DCD/DMVA. Contact: Chris Kulhanek, (517) 373-5686; 

LTC Kenneth Reed, (517) 481-7556 


Dates: 

Service Fee: 

Constr. Cost: 

2012 - 

Current 

$79,141 

$656,322 

Sr. Architect/Project Manager. Responsible for design and overall coordination, client contact and 

Staff Role: 

QA/QC. 

Project Description: Wilcox was contracted to provide full-service Architectural, Civil, Structural, Mechanical and 

Electrical Design, and Construction Administration for an efficient, environmentally friendly wash rack to service a heavy 

volume of large military equipment in preparation for home-station storage. The facility will be a sustainable year-round 

two-bay wash rack, with future capacity for six lanes and a water recovery system. Two key factors played into the design. 

Durability was critical due to the fact that the Wash Facility is used by visiting units and equipment that is heavily using in all 

terrain training. Control of the sedimentation from sand and brush off the vehicles was important. Another important factor 

in the design of the Wash Rack is the capability of the facility for future expansion. Enhanced structural and utility 

infrastructure have been designed into the facility so that the facility will be prepared for expansion when additional capacity 

becomes necessary, and funding is available. The project has been designed consistent with UFC 4-214-03 and will be 

completed and ready for use in Spring 2013. 


Project: 

Client: 

Snow Removal Equipment Storage Building, 

Schoolcraft County Airport 

City of Manistique, Schoolcraft County, Michigan 

Schoolcraft County Airport. Contact: James Hursey, Airport Manager, 

(906) 341-5522 

Dates: 

Service Fee: 

Constr. Cost: 

2009-2010 

$12,300 

$240,000 

Wilcox Role: 

N/A 


Staff Role: 


Project Description: Prior to becoming Wilcox, the Gaylord Office was contracted as a sub consultant to the Airport 

Engineer for the design and construction phases of a Snow Removal Equipment Building at Schoolcraft County Airport in 

Manistique, Michigan. The project is a modest and efficient 3000 SF pre-engineered structure that replaced an outdated and 

undersized facility. It included three garage bays, and a partially heated workshop area for minor maintenance. The exterior 

included limited use of concrete masonry wainscot for durability at the base of the building and metal siding for economy for 

the remainder. The location of the building is convenient to both the flight line and the public parking area for ease of 

maintenance. The project was constructed in 2010. 


EMPLOYEE NAME: TITLE: ROLE ON THIS PROJECT: 

Thomas E. Myers, P.E. Senior Project Professional Lead Traffic Engineer 



EDUCATION: 

B.S., Civil Engineering, 1969, Michigan State University, East Lansing, MI 


Professional Engineer, 1980, Michigan, 27204; Professional Engineer, 2005, Indiana, PE10504971 

Professional Engineer, 2011, North Carolina, 38381 

Transportation Engineer, Traffic and Safety Division, MDOT 

1973-1977 Traffic Engineer in the Reflective Systems Unit responsible for the design of freeway signing 

projects. Projects included I-275, I-96, and US-10. 

1989-1997 Supervising Engineer of the Geometrics Design Unit responsible for the supervision and 

management of unit staff. Duties included management and/or participation in the following objectives: 

developing and reviewing geometric alternatives (including alternatives for the Blue Water Bridge and the 

Ambassador Bridge Plazas), and analyzing traffic volume data using NETSIM to optimize traffic flow on major 

improve and expand projects and preparing reports documenting finding; identifying safety deficiencies and 

developing safety projects; development of Geometric Design Guides and Traffic and Safety Notes; and 

working with Region staff to resolve safety and capacity issues on a statewide basis. 

1997-2002 Traffic Operations Section Manager responsible for the planning, management, operation, and 

efficient functioning of the Traffic Control Devices (Signing and Signals), Standards and Guides, and 

Geometric Safety Units. Duties included managing the $51 million Safety Program, approving all projects and 

being responsible for the development and delivery of plans and specifications utilizing both in-house and 

consultant staff. Duties also included chairing several MDOT committees including the Traffic Operations 

Committee, and the committee preparing Part 8 of the 2003 Standard Specifications for Construction. 


Project Name: 

M-43 (Saginaw Street) from East of Canal Road to Rosemary Street 

Delta and Lansing Townships, Eaton and Ingham Counties, Michigan 

Role: QC Support - Traffic responsible for QC reviews of all traffic 

related aspects of the project including geometrics, stage construction 

plans, signals, signing and pavement marking. 

Location: 

Section I.D.: 

CS 23042 (33061) 

JN 106903 

Start Date: October 2009 

End Date: November 2010 




MDOT 

Client: 

Lansing TSC 


Client Contact: Robert Leppala, PE 


Project Description: The project is 3.5 miles long. Construction will 

consist of all work related to this project, including joint repairs, 

concrete repairs, milling and resurfacing, intermittent curb and gutter 

replacement, drainage structure adjustments and repairs, spot storm 

sewer repairs, driveway modifications for access management 

improvements, ADA sidewalk ramp upgrades, traffic signal 

modernizations, traffic signal loop replacement, pavement marking and 

replacement of traffic signs as impacted by construction. 

The scope also includes the preparation of Preliminary and Final ROW 

plans for Consent to Close Drive and Consent to Grade Sidewalk. 

This project is a pilot project for the new Design Deliverables 

Enhancement Project format being proposed by MDOT. 

Thomas E. Myers, PE 

Page 1 of 3

Project Name: M-66 from 300’ south of Grand Eastern Railroad to 22’ south of M-21 

Location: City of Ionia, Ionia County, Michigan 

Section I.D.: CS 34032 JN 90033 Role: Lead Traffic Engineer responsible for all traffic plans and 


proposal information for submittal to MDOT. Also performed 


intermediate plan reviews during the design phase of the project for all 

traffic related aspects of the project including traffic signals, signing, 


pavement marking, maintaining traffic and geometrics. 



MDOT 

Client: 

Howard City TSC 


Client Contact: Charlie Stein, PE 


Project Name: 

Location: 


Start Date: March 2007 

End Date: January 2008 




Client: 

MDOT 

Grand Rapids TSC 


Client Contact: 

Jason R. Minkus, 

PE 


Project Description: The project consists of 0.527 miles of full depth 

roadway reconstruction design with concrete pavement matching in to 

the existing concrete section on M-66 south of the railroad at the P.O.B. 

and south of the M-21 signalized intersection at the P.O.E. This work 

will include full depth removal of the existing pavement structure, and 

replacement with concrete pavement, aggregate base, subbase and 

subbase underdrain. The project also includes curb and gutter removal 

and replacement, storm sewer rehabilitation, driveway grading, access 

management upgrading, review and inclusion of ADA requirements for 

sidewalk ramps and pedestrian signals, improving the radius in the 

southeast quadrant of M-21, maintaining traffic with signal staging, 

pavement marking, and signing. 

M-11 (28 th Street) from East of US-131 to West of Division Avenue 

City of Wyoming, Kent County, Michigan 

Role: Lead Traffic Engineer responsible for the geometric 

development and review of the stage construction plans, signal 

modernizations, signing and pavement marking plans. 

Project Description: Project involved design services for 0.462 miles 

of M-11 (28 th Street) from east of US-131 to Division Avenue. The 

project consisted of all work related to designing this concrete roadway 

reconstruction project, including full depth reconstruction of the 

existing roadway to accommodate the existing lanes of traffic. This 

work included full depth removal of the existing pavement structure, 

and replacement with concrete pavement, aggregate base, and subbase 

underdrain. The project also involved curb and gutter removal and 

replacement, storm sewer rehabilitation, driveway grading, access 

management and drive control, maintaining traffic and signal upgrades 

with pedestrian crossings at both Buchanan Avenue and Division 

Avenue. The project also included plans for pavement markings, 

signing, restoration, and safety items. 


Page 2 of 3





End Date: Current 




Client: Davison TSC 




Project Name: 

Location: 

Section I.D.: 

Role: Traffic Engineer responsible for the preparation of the T&S 

sections of the RFP documents, including signing, pavement marking, 

signalization and geometrics. 

Project Description: The scope of this Design-Build Project included 

the reconstruction of I-475 from I-75 north to Bristol Road, concrete 

pavement repair from Bristol Road to I-69, Hill Road Interchange ramp 


Bristol Road Interchange ramps, geometric analysis for design 

exceptions, hydraulics/drainage analysis and right-of-way evaluation. 

Load rate and evaluate four bridges (S02, S37, S03 and S04 of 25132) 

located between I-75 and Bristol Road to confirm or redefine the scope 

of work. Provide roadway, structure and hydraulic pick up survey as 








Safety and Mobility Policy and complete the TMP, TTCP, TOP and 

PIP as required. 

Revision of Several Geometric Design Guides 

Lansing, Michigan 

N/A 





Constr. Budget: N/A 

Client: 

MDOT 

Lansing T&S 


Client Contact: Imad Gedaoun PE 


Role: Project Manager responsible for the research, preparation, 

review, and drafting of the several geometric design guides, staffing, 

budget, billings, and adherence to MDOT specifications, standards and 

guidelines. 

Project Description: Serve as expert in the development and 

revision/updating of several Traffic and Safety Geometric Design 

Guides. The project involves combining and updating several design 

guides to meet current AASHTO criteria. It also includes providing 

metric measurements where applicable. 


Page 3 of 3


George D. Smith, PS Project Surveyor Lead Surveyor 



EDUCATION: 

B.S., Land Survey Engineering, Michigan Technological University, 1987 

A.A.S., Civil Engineering Technology, Michigan Technological University, 1987 


Professional Surveyor, 1993, Michigan, #39098 

2005 Hazwoper 8 hr. Annual Refresher 


Project Name: Aarwood Road over Rapid River 

Location: Kalkaska County, Michigan 

Role: Survey Crew Chief 







Client: Kalkaska CRC 

Client Role: Owner 

Client Contact: Paul Wisniewski 


Project Description: The project consists of replacing the side by 

side concrete arch and 4 span concrete box beam bridge with 108 ft 

long spread box beam bridge supported on 14 inch diameter CIP 

piles. The existing road profile was increased up to 4 ft and the 

roadway widened to bring it up to current design standards. Outside 

the existing embankment 20 to 25 ft of soft peat and marl were 

present below 2 to 10 ft of surfical sand. Multiple borings were 

completed to delineate the longitudinal extent of the organics. A 

slope stability analysis was conducted for the proposed 1:2 (V:H) 

embankment. A reinforced embankment consisting of lightweight 

slag fill and layers of biaxial and uniaxial geogrid were designed to 

minimize additional embankment weight and reduce the detrimental 

effects of differential settlement. Also a soil surcharge, complete 

with geotechnical instrumentation, will be implemented during 

construction to preload the organic soils and remove as much 

consolidation as possible out of them prior to the reinforced 

embankment construction. 

Project Name: Finkbeiner Road and Thornapple River Bridge Project 

Location: Barry County, Michigan 







Client: Barry CRC 


Client Contact: Brad Lamberg 


Role: Survey Crew Chief - responsible for performing the 

fieldwork associated with the Construction Staking of the project. 

Project Description: This 4.25 mile project that runs from Patterson 

Road to Whitneyville Road, involves construction of a county road 

on a new alignment / right-of-way acquisition, major re-construction 

of an existing county road and two new bridges over the Thornapple 

River and an adjacent wetland. The project was divided into two 

phases. Phase I included the west 2.2 miles, and was constructed in 

2009. Phase II is the remainder of the project, and is currently under 

construction, with a July 2011 completion date. Phase II includes 

two new bridges, a pedestrian tunnel, and new turn lanes on M-37 at 

Finkbeiner Road. 

George Smith, P.S. 

Page 1 of 3

Project Name: Harrison Avenue, Gladwin-Clarence 

Location: Clare County, Michigan 

Role: Surveyor 







Client: Clare County 




Project Description: 1.99 miles of aggregate surface road 

reconstruction, grading, subbase, aggregate base, peat excavation, 

swamp backfill, drainage, and slope restoration on Harrison Avenue 

from Gladwin Road northerly to Clarence Road, Clare County. 
















road reconstruction, earthwork, storm sewer, concrete curb, gutter, 

and sidewalk, ADA ramps, decorative street lighting, landscaping, 

and streetscape amenities on Lake George Avenue from Mannsiding 

Road northerly to Arthur Road and from Arbor Drive northerly to 

Arthur Road, Clare County. This project involved preparing and 

submitting an Enhancement Grand Application. Upon award, 

design and meetings were held in accordance with MDOT and Local 

Agency Program’s Standard Practice. This project was let through 

MDOT’s Local Agency Program. Construction testing, inspection, 

and engineering complied with MDOT Field Manager. All payment 

invoices and construction progress meetings involved the MDOT 

Mt. Pleasant TSC. 

Project Name: Old 63 Safety Project 

Location: (Kings Highway and Luther Highway) from 5 Mile Road to 4 Mile Road and from 

Hawkins Road to Lakola Road, Lake County, MI 







Client: Lake CRC 

Client Role: Superintendent 

Client Contact: Jay Syrewicze 




crushing, shaping, and surfacing, culvert extension, embankment, 

earth excavation, and aggregate base. 


Page 2 of 3

Project Name: Estey Road from Wieman Road Easterly to Jones Road 

Location: Albright Shores, Gladwin County 


Section I.D.: CS 26555, JN76577 


End Date: December 2010 


Inspection/Testing 



Client: Gladwin CRC 


Client Contact: Mark Sohlden 

Client Phone: (989) 426-7441 

Project Description: Project involved 1.04 miles of aggregate 

base, hot mix asphalt base crushing and shaping, drainage 

improvements, curb and gutter, hot mix asphalt surfacing, guardrail, 

and pavement markings. Project also involved construction survey 

to stakeout proposed road improvements. 

Project Name: Beaverton Road 

Location: From Clare Avenue Easterly to Cornwell Avenue, Clare County 













resurfacing, base crushing and shaping, aggregate shoulders, 

guardrail improvements, slope restoration, and pavement markings. 

Project also involved construction staking for road improvements. 

Project Name: Ingersoll Road from Coster Road easterly to Puffer Road 

Location: Kalkaska County 

Section I.D.: 40555-86784 



Wilcox Role: PE /Insp. & Testing 




Client Role: Manager 


Client Phone: (231) 258-2242 

Role: Survey Crew Chief responsible for performing the fieldwork 

associated with the Construction Staking of the project. Staking 

included original cross sections, muck stakes, slope stakes, finish 

grade stakes and curb & gutter stakes. 


road reconstruction, base crushing and shaping, peat excavation, 

swamp backfill, drainage, pavement marking, and slope restoration 

on Ingersoll Road from Coster Road easterly to Puffer Road, 

Kalkaska County. 


Page 3 of 3


Clifford D. French, P.E. Sr. Engineer/Project Mgr. Constructability Reviewer 



EDUCATION: 

B.S. Civil Engineering, Michigan Technological University, 1991, Houghton, Michigan 


Professional Engineer, 2001, Michigan, #47825; 1996, Wisconsin #E-32119, MDEQ Cert. Storm Operator 

#03585. Mr. French worked for 10 years in Wisconsin and Michigan as a project manager with a highway 

contractor prior to joining Wilcox. He has a wide variety of project management experience in the road design 

and construction industry. He has extensive traditional Design/Bid/Build and Design/Build experience both 

from the contractors and consultant’s perspective and worked on many fast track projects mobilizing extensive 

teams to identify and mitigate risk. His non-transportation experiences working for Wilcox have included 

working at automotive proving grounds with clients and contractors to refine cutting edge construction 

practices, materials and management to achieve the highly technical surfaces required to develop vehicles. His 

current project in China takes advantage of his excellent communication skills assisting contractors and clients 

to build the most high profile, largest and expensive proving ground ever constructed in the country. 


Project Name: I-94 Business Loop, Benton Harbor (River St to M-139) 

Location: Benton Harbor, Michigan 

Section I.D.: 11013-86206 






Client: MDOT Coloma 

TSC 

Client Role: Delivery 

Engineer 

Client Contact: Sarah Woolcock 


Role: Project Engineer. Mr. French’s role on the project is as the 

traditional Project Engineer, reporting directly to the Delivery Engineer. He 

is the lead contact for the contractors, City of Benton Harbor, municipal 

utilities, private utility companies, local residential and business owners and 

testing agencies. He is also responsible for coordinating and generating 

contract documents, ensuring the work is completed to contract 

requirements and maintaining the project records. 

Project Description: The project involved the complete reconstruction of 

1.78 miles of Main Street in Benton Harbor. The construction included the 

replacement of an existing four lane road with parking through the business 

district, with a three lane road including a center turning lane and bike paths 

with some parking. The work also included two round-a-bouts, all new City 

utilities, traffic signals, lighting and landscaping included HMA 

reconstruction with all new curb and gutter and ADA compliant sidewalks 

as well as many private utility improvements scheduled around the road 

construction. 

Project Name: 

I-75 Bay County Design Build Scoping Report 

Location: Bay County, Genesee County 

Section I.D.: 

CS09035 JN 

06856C 






Client: Bay City TSC 


Client Contact: Kim Zimmer, PE 


Role: Design Build Procurement & RFP Advisor 

Project Description: The scope of this project was to develop a high level 

scoping report and queue an RFP development team for the preparation of 

RFP documents if funding became available for the construction. Wilcox 

organized and led a team review of potential risks and roadblocks to the 

project, addressed potential mitigation, verified construction budgets and 

proposed schedules. 

Scope of Services: Mr. French’s role on the project was to participate in the 

Risk Assessment meeting, verify the construction budget and complete a 

construction schedule for the project. 

Clifford French, P.E. 

Page 1 of 3

Project Name: Finkbeiner Road & Bridges – Phase II 












Role: Resident Engineer responsible for the review of all plans, project 

schedule, budget, billings, and adherence to MDOT specifications. He 

worked with the Road Commission through construction and fulfilled the 

role of the Resident Engineer coordinating the work with the Owner, 

contractor, subcontractors, public and private utilities, private land owners, 

the City of Middleville, Thornapple Township, local school districts, the 

MDNRE and federal environmental agencies. Mr. French also coordinated 

and scheduled the inspection and material testing, worked with the 

designers to work through utility and other conflicts and worked closely 

with the Owner, BCRC to maintain budgets and schedules. Project 

Description: This 2 mile project that runs from Cherry Valley Road to 

Whitneyville Road involves construction of a county road on a new 

alignment with right-of-way acquisition, major re-construction of an 

existing county road and a new road with two new bridges over the 

Thornapple River and an adjacent wetland called Spring Creek. The project 

also coordinated work with other MDOT contracts in the area. Another 

significant design factor was the excavation and mitigation of wetlands 

which were completed at two different sites requiring coordination with the 

MDNRE. 

Project Name: 

CR-17 ITS DB Fiber Optic - Elkhart County Highway Department 

Location: City of Elkhart, Indiana 

Role: Project Manager 

Section I.D.: CS63043 JN 

55658 



Wilcox Role: Prime Design 

Consultant 



Client: INDOT Fort 

Wayne District/ 

Elkhart Co 

Highway Dept. 


Client Contact: Jay Grossman, PE 


Project Description: This INDOT Intelligent 

Transportation System (ITS) Design-Build project is ongoing. The team of 

J Ranck, Hubbell, Roth & Clark and Wilcox was hired to deliver the design 

and construction of a 15 mile long 144 strand innerduct system connected 

into an existing traffic control system. The project also included two large 

towers for transmitting and collecting data to and from CR-17 from a new 

Traffic Management Center (TMC) over 8 miles from the project. The 

project includes the design and construction of mostly underground 

installation of fiber optic cable and switches. Scope of Services: The role 

of Wilcox on the project is to lead the design teams working for J Ranck as 

the prime. Design functions that Wilcox is completing directly include 

project management for the design teams, the plans and permits, traffic 

interconnect recommendations and all design and construction survey. 

HRC is providing all of the design and technical support for the 

construction of the fiber, the wireless installation of the communication 

towers, the new TMC and other required structures. Mr. French’s role on 

the project is as the manager for the design teams and lead design contact 

for the client and project manager for the Design-Builder. 


Page 2 of 3

Project Name: 

M-59 from Opdyke Road to Crooks Road 

Location: 

Cities of Auburn Hills and Rochester Hills; Oakland County 

Section I.D.: 

CS63043 JN 

55658 






Client: 

MDOT 

Oakland TSC 


Client Contact: Lori Swanson, PE 


Project Name: 

I-475 Design-Build from I-75 north to I-69 

Location: Flint, Genesee County 

Section I.D.: 

CS 25132 JN 

44785 






Client: Davison TSC 



ClientPhone: 810-653-7470 

Project Name: 

US 27, Crawford County 

Location: Crawford County 

Section I.D.: Crawford County 

Start Date: JN 72014-45883 


Wilcox Role: 2000 

Service Budget: NA 

Constr. Budget: NA 

Client: $6.4 million 

Client Role: 

MDOT - Grayling 

TSC 

Client Contact: Project Manager 

ClientPhone: Cliff Youngs, PE 

Role: Constructability and Construction Schedule Reviewer 

Project Description: This 3R project consisted of four miles of concrete 

roadway and shoulders on a limited access rural freeway. It has three 

through lanes per direction, paved left shoulders, valley gutter and a 

concrete median barrier. The ramps within the full cloverleaf interchange at 

I-75 and at Crooks will be rebuilt. The project rehabilitated and changed the 

road crown of the concrete pavement with asphalt wedging and an overlay. 

Bridges over the Clinton River, the GTW RR, Opdyke Road, Crooks Road, 

Livernois Road and Auburn Road over M-59 were also rehabilitated. 

Scope of Services: Mr. French’s role on the project was to complete 

constructability reviews during the design of the project specifically 

pertaining to how the staging coordinated with the planned construction. 

He also worked with the design and traffic teams to alleviate conflicts. Mr. 

French also completed a construction review of the I-75 ramps to determine 

an accurate construction time frame, and completed the required CPM 

schedule for the OEC submittal. 

Role: Constructability Reviewer 

Project Description: The scope of this Design-Build Project included the 

reconstruction of I-475 from I-75 north to Bristol Road, concrete pavement 

repair from Bristol Road to I-69, Hill Road Interchange ramp 


Bristol Road Interchange ramps, geometric analysis for design exceptions, 

hydraulics/drainage analysis and right-of-way evaluation. Load rate and 

evaluate four bridges (S02, S37, S03 and S04 of 25132) located between I- 

75 and Bristol Road to confirm or redefine the scope of work. 

Scope of Services: Mr. French’s role on the project was to complete 

constructability reviews of different plan submittals including preliminary 

and 90% traffic plans, 90% bridge plans and preliminary and 90% road 

plans. 

Role: Estimator and Project Manager, (Payne & Dolan, Inc) 

Project Description: The project consisted of milling and pulverizing 10 

miles of northbound and southbound US-27 and preparing the grade for 

paving. The asphalt paving consisted of over 120,000 tons of E-10 

superpave. The project was used as a trial project for sampling asphalt from 

behind for a highway contractor on this fast-tracked, first place MAPA 

award winning MDOT highway contract. Mr. French was responsible for 

coordination of all work by the prime contractor including estimating, 

scheduling and coordinating all resources including materials, 

subcontractors and suppliers, hiring and firing, and quality control. 


Page 3 of 3

BIOGRAPHICAL DATA 

JEFFREY M. MUDROCH, P.E. 

LOCAL LIASON 

Education 

B.S.C.E, Michigan Technological 

University, 1989 

Professional Registration 

Professional Engineer, MI 

(6201039173), 1993 

Training 

MSHA Certificate (30 CRF 

56/57.18010; Part 46, Surface, 

Nonmetal) 

HAZWOPR Certificate (29 CRF 

1910.120) 

Total Quality Management Course 

General Qualifications 

Mr. Mudroch has over 22 years of diverse professional experience 

in engineering design, management and construction 

administration. Jeff’s experienced in a wide range of projects 

including site development, architectural and civil. Jeff is familiar 

wit AASHTO, MDOT and FHWA road standards, and the Ten 

State Standards for sewer and water. He is experienced with 

many grant programs including ISTEA, TEA-21, EDA, MEDC, 

USDA-RD, MDNR, DWRF and SRF. Mr. Mudroch joined Wilcox 

in 2011. 

Recent Experience 

Great Lakes Shipwreck Historical Society, Whitefish Point 

(2012). Project Manager for design and construction documents 

for this project. The design incorporated input from the Great 

Lakes Shipwreck Historical Society, Michigan Audubon Society, 

U.S. Fish and Wildlife Service, Michigan Department of 

Transportation, Chippewa County Road Commission, Michigan 

Department of Natural Resources, Michigan Department of 

Environmental Quality, State Historic Preservation Office, Whitefish Township, and the Public. The specific 

elements of the project are design of the 2nd Assistant Keepers Quarters/Orientation Center; Visitor 

Orientation Plaza; Human Use Trails and Controls; Habitat Restoration and Enhancement; Trailhead and 

Motorized/Non-Motorized Parking (North & South); and Right-of-way Parking. Electrical and mechanical 

systems were sized to accommodate the future inclusion of formal exhibits. 

Holy Name Catholic School, Lab Renovation (2012). Project Manager for completion of an existing 

conditions plan, a demolition plan, a new floor plan layout identifying lab workstations, fume hood and eye 

wash/emergency shower station, miscellaneous details concerning attachment and concrete work, 

specifications, and a finish schedule. Provided design coordination with School Administration and on-site 

personnel, and reviewed applicable codes. Reviewed the sewer system to ensure compliance with NFPA 

and Michigan Plumbing Code. Venting of the new octagonal furniture was examined to ensure compliance 

for lab systems with Michigan plumbing code. Extension of the natural gas system was designed in 

compliance with the 2009 edition of the Fuel gas code. Provided design to tie new octagonal lab 

workstations into existing under slab infrastructure. Provided design to power new octagonal lab 

workstations and display cases from existing circuits in proximity. 

Water System Improvements, Division A-Water Mains, Hannahville Indian Community, Harris, MI 

(2011-12). Project Manager responsible for the design and construction of approximately 12,600 feet of 

water main, demolition of an existing 75,000 gallon elevated water tank and construction of a masonry 

building for a pressure reducing valve. 

Water System Improvements, Division B-Water Treatment Plant, Hannahville Indian Community, 

Harris, MI (2010-2012). Project Manager responsible for the design and construction of a new water 

treatment facility including a new reverse osmosis system, pressure filters, chemical feed and storage, well 

improvements, and emergency generator. The project also includes a new concrete water storage facility 

and new high service pumps. 

Wilcox Professional Services, LLC 

Page 1 of 4



LOCAL LIASON 

Deer Ridge Subdivision Sanitary Sewer and Water Main Improvements, Phases I and II, Hannahville, 

MI (2010-2012). Project Manager during for the design and construction of water main and sanitary sewer 

in the Deer Ridge Subdivision and along Hannahville Road and the south side of 38 th Road. Phase I 

included the installation of approximately 10,000 of 8” gravity sanitary sewer, 5,500 of 8” water main, plus 

related appurtenances and restoration work. Phase II consists of approximately 4,500 feet of 12” water 

main, 2,700 feet of 8” water main, and 4,500 feet of 8” sanitary sewer and related appurtenances. 

Manistique, Michigan, Water Treatment Plant Improvements (2010-12). Project Manager responsible 

for the construction of the City’s water treatment plant improvements. Improvements include a new wash 

water drain tank, continuous sludge collection equipment, new UV system, filter improvements, and other 

miscellaneous improvements. 

Previous Employment 

• General Manager, Glawe, Inc. (2004 – 2011). Project Manager for heavy construction projects. 

Responsible for bidding and negotiating contracts for all construction projects including various 

underground, road, earthwork and site development projects. Development and implementation of 

individual projects schedules including budget, equipment, and manpower. Administration of all 

projects including payment applications, change orders, conflict resolution, and relations with the 

Owner, Engineer, Funding Agencies, and Regulatory Agencies. 

• President, Canlyn Construction Services, P.C. (2001-2004). Project Manager for primarily 

underground construction projects. Responsible for all aspects of a construction company including 

budgeting, insurance, equipment, manpower, bonding, scheduling, payments, change orders and public 

relations. Also provided engineering services including site designs, commercial building layouts and 

residential floor plans. 

• Vice President of Construction, Midwest Contractors & Underground Specialists, Inc. (1999- 

2001). Project Engineer for ongoing construction projects. Responsible for project scheduling, 

payment applications, change orders, conflict resolutions and liaison with the project Owner and 

Engineer. 

• Project Manager/Office Manager, U.P. Engineers & Architects, Inc. (1991-1999). Responsible for 

opening a new office in Sault Ste. Marie and developing a self supportive staff and wide-ranging client 

base in Michigan’s eastern Upper Peninsula and northern Lower Peninsula. Responsibilities included 

managing staff, office budget, manpower scheduling, coordination training/certifications, marketing, 

client development, proposal preparation and staff recruitment. Project management duties included 

development of project budgets, schedules, project-funding scenarios, grant administration, 

management of multi-disciplined project teams, client relationships, invoicing and accounts receivable. 

• Civil Engineer, City of Joliet, IL (1989-1991). Responsible for cost estimates, construction document 

development, bidding, award and construction oversight on local street projects involving sewer, water 

and storm utilities and complete road reconstruction. 


Page 2 of 4



LOCAL LIASON 

Roads 

City of Sault Ste. Marie, Shunk Road (1998). One mile of road upgrade including additional lanes, curb & 

gutter, water main, sanitary sewer & storm systems. 

International Bridge Authority, Resurfacing (1998). Construction oversight and QAQC of the 

Hydrodemolition and repaving with SFMC on the American side of the twin spans. 

Mackinac County Road Commission, Worth Road (1996). 10.1 Miles of Crush & Shape, 2 bridge 

modifications. 

City of Sault Ste. Marie, 12th & Meridian (1996). 0.5 Miles of new road, curb & gutter, water main, storm 

sewer system. 

Mackinac County Road Commission, St. Ignace Road (1995). 1.1 Miles upgrade to all-season road. 

City of Sault Ste. Marie, Portage-Meridian Connector (1995). 0.4 Miles of new road, curb & gutter, 

sewer, water & storm systems. 

Alger County Road Commission, Tunteri Road (1993). 1.7 Miles Reconstruct of a rural road. 

Delta County Road Commission, N. 30th Avenue 1992). 0.6 miles of upgrade to all-season road. 

City of Joliet, IL, (1989-90) 13 City streets upgraded with curb & gutter, storm sewer systems, and sewer 

and water mains as needed. 

Water Systems 

Bates Township, Water System Improvements (1993). Master Planning, 30,000 feet of new and 

replacement water main, water tower rehabilitation, implementation of 2 pressure districts, ground storage 

tank, new well and pump house, and maintenance facility. 

McMillan Township (Ontonogan County), Water System Improvements (1995). Master Planning, 

10,000 feet of new and replacement water main, water tower rehabilitation, and new well and pump house. 

Breitung Township, Water System Improvements (1992). Master Planning for Quinnesec and East 

Kingsford systems, 10,000 feet of new and replacement water main, and new meter pit from City source. 

Breitung Township, Water Supply (1993). Master Plan and preliminary hydrogeological testing for a new 

well field source. Included test well and pump tests. 

Breitung Township, Ground Storage Tank Repairs (1993). Emergency repairs to tank to mitigate insect 

infestation resulting in positive bacti tests in Quinnesec system. 

Village of Alpha, Water System Improvements (1992). Master Planning, 2,000 feet of new and 

replacement water main, water tower replacement, and new well and pump house. 

Republic Township, Water Treatment Improvements (1992). Construction of a new iron and manganese 

removal plant including on-site ground discharge of concentrate water. 


Page 3 of 4



LOCAL LIASON 

Pentland Township, Water System Improvements (1996). Master Planning, 35,000 feet of new and 

replacement water main, 100,000 gallon water tower, new well field and pump house, and maintenance 

facility. 

Luce County, Water System Improvements (1997). Extension of 6,000 feet of water main to and through 

the industrial park in accordance with the Master Plan. 

Ishpeming Township, Well System Improvements (1992). Well and Pump house upgrades and 

installation of a 10,000 gallon in-ground pressure tank. 

Sanitary Sewer Systems 

Brevort Township, Wastewater System (2000). Master Planning, design and construction of a new low 

pressure collection system with 310 individual grinder stations, 1 main lift station, maintenance facility, 

equipment barn, and faculative lagoon treatment system with oxidation ladder. 

Marenisco, Collection System Improvements (1992). Extension of sewer system and new lift station to 

the Industrial Park. 

Chatham, Collection System Improvements (1992). Extension of 2,500 feet of gravity sewer system and 

new lift station to a new motel. 

St. Ignace Township, Wastewater System (2000). Master Planning, design and construction of 16,000 

feet of a new collection system, 2 lift stations, and 5,000 feet of force main to the existing treatment plant. 

Luce County/Tahquemenon Sewer Authority, Collection System Improvements (1998). Master 

Planning, design and construction of 6,000 feet of a new gravity collection system, 2 lift stations, and 

12,000 feet of force main to the existing system. 

Storm Sewer Systems 

City of Norway, Phase 1 Improvements (1992). Master Planning, design and construction of the outfall 

and first phase of the trunk line for downtown Norway to eliminate storm water from Strawberry Lake. 

City of Joliet, IL (1989/90). Storm sewers for 13 local street projects. City Master Plan designed and 

installed trunk lines 36" and larger. All local projects were designed for 50 year storm event and had to be 

extended to the various trunk lines. 

Structural 

City of Joliet, IL, Rte. 52 Outfall (1990). Design of a collection chamber for multiple 56" concrete storm 

mains to discharge to the Desplaines River. Grade from collection chamber to outfall was in excess of 15% 

requiring a stilling basin in the street. Stilling basin was designed partially submerged to induce a hydraulic 

jump. All work was required to be in a very confined area due to adjacent development. 

Bates Township, Water System Improvements (1993). 100,000 gallon concrete ground storage tank. 

City of Joliet, IL, Desplaines River Retaining Wall (1990). Design of a 16'6" high concrete retaining wall 

along a section of the Desplaines River prone to flooding. 

Portage Lake Sewer & Water Authority, Wastewater System Improvement (2001). Design of 2 siphon 

chambers for a 24" gravity sewer main to cross under the steam tunnels in front of the Michigan Tech 

physical plant. Each chamber was designed with parallel 24" concrete pipes entering/leaving and a 12" 

overflow line. 


Page 4 of 4

FEMPLOYEE NAME TITLE ROLE ON THIS PROJECT 

Joshua A. Gottschall Project Manager Lead Construction/Office Technician 



EDUCATION: 

Associates Degree/1999/Science/Northwestern Michigan College/Cadillac, Michigan 


Qualified Concrete Technician – MCA and ACI level I, Michigan Certified Aggregate Inspector, Certified in 

the use of Troxler Nuclear Density Testing Equipment, Certified Storm Water Operator for Construction Sites- 

MDNR, MDOT Certified in Density Technology, Field Manager Training, ACEC Materials Certification 

Training, SESC-MDEQ, MDOT Certified Office Technology 


AASHTO, MMUTCD, MDOT and MTM standards, specifications and procedures were followed in the construction 

engineering of all projects listed below. 



Role: 











Project Manager/ Office Technician responsible for 

construction inspection and administration using MDOT’s Field 

Manager Software, point of contact, inspection schedules and manages 

the personnel resources and budget. 


Road to Whitneyville Road, involves construction of a county road on a 

new alignment / right-of-way acquisition, major re-construction of an 

existing county road and two new bridges over the Thornapple River and 

an adjacent wetland. The project was divided into two phases. Phase I 

included the west 2.2 miles, and was constructed in 2009. Phase II is the 

remainder of the project, and is currently under construction, with a July 

2011 completion date. Phase II includes two new bridges, a pedestrian 

tunnel, and new turn lanes on M-37 at Finkbeiner Road. 

Project Name: Michigan Ave from Linden St Northerly to Pine St Streetscape Project 

Location: City of Big Rapids, MI 








Client Role: Dep Dir-PublicWorks 



Role: Lead Construction 

Project Description: The project included the replacement of existing 

lighting with energy-efficient LED lighting, and sidewalk replacement, 

trees and other landscaping features, case signs and history signs. The 

project also included complete street reconstruction for three blocks. 

Project is 0.37 miles of concrete sidewalk, decorative lights, landscape 

plantings, planters, bollards, benches, storm sewer, hot mix asphalt 

paving, brick pavers, concrete curb and gutter, and pavement markings 

on Michigan Avenue from Linden Street northerly to Pine Street, in the 

City of Big Rapids, Mecosta County. Also included in this project was 

a very unique private landscaped area called Pocket Park which 

included a pergola band shelter, landscaped areas, and sculptures. 

Wilcox assisted the City in obtaining a $500,000 grant from MSHDA 

for Vibrant Small Cities Initiative and $400,000 Transportation 

Enhancement Grant from MDOT. 

Joshua Gottschall 

Page 1 of 3














Role: Project Manager/ Office Technician responsible for 





road reconstruction, earthwork, storm sewer, concrete curb, gutter, and 

sidewalk, ADA ramps, decorative street lighting, landscaping, and 

streetscape amenities on Lake George Avenue from Mannsiding Road 

northerly to Arthur Road and from Arbor Drive northerly to Arthur 

Road, Clare County. 

Project Name: Old 63 Safety Project 

Location: (Kings Highway and Luther Highway) from 5 Mile Road to 4 Mile Road and from 

Hawkins Road to Lakola Road, Lake County, MI 











Role: Office Technician responsible for construction inspection and 

administration using MDOT’s Field Manager Software, point of 

contact, inspection schedules and manages the personnel resources and 

budget. 


crushing, shaping, and surfacing, culvert extension, embankment, earth 

excavation, and aggregate base. 

Project Name: Estey Road from Wieman Road Easterly to Jones Road 

Location: Albright Shores, Gladwin County 

Role: Project Manager and Office Technician 

Section I.D.: CS 26555, JN76577 


End Date: December 2010 







Client Contact: Mark Sohlden 

Client Phone: (989) 426-7441 

Project Description: project involved 1.04 miles of aggregate base, hot 

mix asphalt base crushing and shaping, drainage improvements, curb and 

gutter, hot mix asphalt surfacing, guardrail, and pavement markings. 

Project also involved construction survey to stakeout proposed road 

improvements. 


Page 2 of 3

Project Name: Loomis Road Bridge 

Location: Loomis, Isabella County 

Section I.D.: CS 37016, 

JN102532A 

Start Date: August 2010 

End Date: November 2010 








Client Phone: (989) 773-7131 

Project Name: Harrison Avenue, Gladwin-Clarence 

Location: Clare County, MI 











Role: Project Manager and Office Technician 

Project Description: Bridge removal and replacement with concrete box 

beams on concrete abutments along with approach work including hot 

mix asphalt paving and guardrail placement on Loomis Road at 

Loomis Drain, Isabella County. 

Role: Project Manager and Office Technician responsible for 




Project Description: 1.99 miles of aggregate surface road 

reconstruction, grading, subbase, aggregate base, peat excavation, 

swamp backfill, drainage, and slope restoration on Harrison Avenue 

from Gladwin Road northerly to Clarence Road, Clare County. 

Project Name: Knox Road from Shock Road Easterly to Dundas Road 

Location: Gladwin County, MI 

Section I.D.: CS26555, JN 89707A 








Client Contact: Mark P. Sohlden 


Role: Project Manager and Office Technician responsible for 





resurfacing, trenching, base crushing and shaping, aggregate base, 

aggregate shoulders, and guardrail on Knox Road from Shock Road 

easterly to Dundas Road, Gladwin County. This project is funded with 

American Recovery and Reinvestment Act funds. 


Page 3 of 3

EMPLOYEE NAME: TITLE: ROLE ON PROJECT: 

Katherine L. Monroe, P.E. Staff Engineer Hydraulics Engineer 



EDUCATION: 

B.S., Civil Engineering, 2006, Michigan Technological University, Houghton, Michigan 

Engineering, Transfer Program, 2002-2004. Northwestern Michigan College, Traverse City, Michigan 

LICENSES and REGISTRATIONS: 

Professional Engineer: Michigan, 2010 (#57477) 

Advanced GeoPak Training, 2009; American Society of Civil Engineers (ACEC); 

Society of Women Engineers (SWE); American Disabilities Act (ADA) Training, 2009; 

MDEQ Construction Storm Water Operator Training and Certification, 2008; 

MDEQ Soil Erosion and Sedimentation Control (SESC) Training and Certification, 2008 


Project Name: Beal City Road over North Branch Chippewa River 






Service Budget: $15,555.00 


Role: Hydraulic Engineer. Performed Hydraulic analysis using HEC- 

RAS and completed MDEQ/USACE joint application permit. 

Project Description: This project involves the removal of an existing 

bridge and replacing with a single span concrete I-beam bridge on Beal 

City Road over the North Branch Chippewa River along with related 

abutment riprap, HMA approach improvements, and guardrail upgrades. 

Client: Isabella CRC The new bridge will provide the following positive features 


regarding the stream: No piers in the stream, longer length to 

Client Contact: Pat Gaffney better fit the stream and match the width, much larger hydraulic 

Client Phone: 989-773-7131 capacity, less approach fill in the floodplain, and higher 

underclearance for recreational use. 

Hydraulic Analysis was performed using HEC-REC to determine 

the 50-yr, 100-yr, and 500-yr flood elevations. Scour depth and 

counter-measures were determined per HEC-18 and HEC-23. 

MDEQ/USACE joint application permit was completed for work in 

the floodplain. 

Project Name: Pine Road Bridge over Muskegon River Rehabilitation Project 

Location: Clare County, Michigan 













Project Description: This project involves the rehabilitation of an 

existing bridge including bridge joint replacement, substructure 

repairs, pier extensions, HMA overlay, and approach pavement. 

Hydraulic calculations were completed utilizing HEC-RAS along 

with scour analysis. 

Hydraulic Analysis was performed using HEC-REC to determine 

the 50-yr, 100-yr, and 500-yr flood elevations. Scour depth and 

countermeasures were determined per HEC-18 and HEC-23. 

MDEQ/USACE joint application permit was completed for work in 

the floodplain. 

Katherine L. Monroe, P.E. 

Page 1 of 4

Project Name: TART Trail 

Location: Grand Traverse County, Michigan 







Client: Traverse Area 

Recreational 

Transportation Trails 

Client Role: Executive Director 

Client Contact: Julie Clark 


Project Name: Arenac State Road Bridge over Pine River 

Location: Arenac County, Michigan 







Client: Arenac CRC 

Client Role: Supt./Manager 

Client Contact: Blair Dyer 


Role: Staff Engineer responsible for performing drainage study, 

delineating drainage areas, sizing culvert crossings, and obtaining 

MDEQ permit for the project as well as soil erosion control permit. 

Assist in the design and preparation of project plans, specification, 

estimate, and ROW needs. Project Description: Project involved 

designing 6.0 miles of paved trail providing connectivity from Traverse 

City to Suttons Bay. Project included the removal of an old railroad 

tussle bridge and installation of a culvert for ditch crossing below. Site 

drainage was evaluated, drainage areas were delineated and culverts 

were sized in accordance with MDOT Drainage manual. Several 

culverts were replaced including one equalizer culvert, culvert in 

bridge removal area, and the Lee Creek culvert crossing. 

MDEQ/USACE joint application permit was completed for the 

replacement of the Lee Creek culvert. Soil Erosion control permit 

with was applied for and coordinated with Leelanau County. 

Role: Hydraulic Engineer. Performed Scour Analysis and completed 

MDEQ/USACE joint application permit. 

Project Description: This project included replacing the concrete deck, 

full painting existing beams, and structural steel rehabilitation of a 100’ 

two span structure over the Pine River. Due to erosion and scour 

concerns, the existing turn back wing walls were lengthened, slopes 

flattened and riprap was added at the abutments. HMA Approach 

reconstruction and paving was also completed as well as guardrail and 

pavement markings. 

Scour depth and counter measures were determined per HEC-18 

and HEC-23. MDEQ/USACE joint application permit was 

completed for work in the floodplain. 

Project Name: Worth Road 

Location: From M-13 to Sturman Road, Standish Township, Arenac County, Michigan 

Role: Road Design Support. Performed drainage study and design 








Client Role: Superintendent/Mgr. 



enclosed storm sewer. Obtained all permits and clearances such as 

MDEQ, NPDES, and detour permits. Project Description: Project 

involved design engineering services for reconstruction of 

approximately 2.75 miles of Worth Road, from M-13 to Sturman Road. 

Provided an adequate access roadway for increased traffic being 

generated by the new casino. Services consisted of a new roadway 

surface, widened lanes and shoulders, flattened roadside slopes, 

drainage improvements and enclosed storm sewer, improved 

intersections and reconstructed railroad crossings. Designed enclosed 

drainage system, wrote specifications, and detailed plans. 


Page 2 of 4

Project Name: Winn Road 

Location: From Blanchard Road North to M-20, Fremont & Deerfield Townships, Isabella Co. MI 











Role: Road Design Support. Performed plan preparation, design, 

quantity calculations, wrote unique specifications, checklists, pavement 

design, notice to bidders, and prepared maintenance of traffic. 

Obtained all project permits and clearances from MDNR, USFWL, 

SHPO, and MDEQ. Provided drawings and calculations required 

for filing for MDEQ Joint Permit application for wetland and 

culvert work. 

Project Description: Project involved a four phase project that included 

HMA base crushing and shaping, excavation, Peat Excavation, Swamp 

Backfill, drainage improvements, shoulder widening, HMA paving, 

slope restoration and permanent pavement marking and signing along 

Winn Road. 

Winn Rd Phase 1, Blanchard Rd. to Millbrook Rd: Constructed 2009 

Winn Rd Phase 2, 0.44 miles south of Broomfield Rd to M-20: Constructed 2010 

Winn Rd Phase 3, 0.14 miles north of Wing Rd to 0.44 miles S. Broomfield Rd 

Winn Rd Phase 4 - Millbrook Rd to 0.14 miles north of Wing Rd 

Project Name: US-23 From Black River Road south to Everett Road 

Location: Alcona and Haynes Township in Alcona County 

Section I.D.: CS 01052, JN79387C 






Client: MDOT Alpena TSC 


Client Contact: Kevin Schaedig 


Role: Staff Engineer – responsible for design and preparation of plan 

and profile sheets, project quantity calculations, and performed 

hydraulic analysis and drainage study for project culverts. 

Project Description: Project involves design services for 4.9 miles of 

US-23. The project consists of all work related to designing this 

roadway reconstruction project, including but not limited to asphalt 

stabilized crack relief layer with asphalt overlay of the existing 

roadway, subgrade undercutting when necessary, geometric 

improvements, intersection improvements, curb and gutter, extensive 

culvert and drainage work, guardrail, possible slope flattening, 

driveway grading, ditching, utility coordination and maintaining traffic. 

Geometric improvements include superelevation corrections, vertical 

alignment corrections for sight distance, and modification of 

intersection designs. Plans also include pavement markings, necessary 

signing, restoration, and safety items. 


Page 3 of 4

Project Name: M-121 (Chicago Drive) from 80 th Ave. to 40 th Ave. 

Location: Cities of Hudsonville & Zeeland, Zeeland, Jamestown & Georgetown Twps., Ottawa Co. 







Client: MDOT 


Client Contact: Art Green, P.E. 


Role: Staff Engineer and Pavement Condition Surveyor. Assisted 

in hydraulic analysis and drainage study for project limits. Provided 

MDOT with required information for MDEQ/USACE Joint Permit for 

wetland impacts, drawings, and impact quantities. 

Project Description: This project consisted of 5.541 miles of 

pavement rehabilitation located on M-121 (Chicago Drive), a divided 

highway. The scope of work for Eastbound included full depth concrete 

joint repair and diamond grinding on the existing concrete pavement, 

Detail 8 joint repairs, cold milling and two course overlay on the 

composite section of roadway. The scope of work for Westbound 

included Detail 8 joint repairs, cold milling, two course overlay, profile, 

and superelevation corrections. Westbound also included geotechnical 

recommendations for roadway stabilization and lightweight fill. 

Shoulder work for both bounds consisted of trenching, cold milling, 

widening, and resurfacing. Additionally, the project included guardrail 

upgrades, bridge approach work, a complete drainage study and 

drainage upgrades, and slope upgrades. Recommendations from an 

Access Management Study were implemented along with intersection 

improvements at four crossroads. The proximity of the active railroad 

to the Westbound roadway, ditches, and intersections complicated the 

design. Other design constraints were a utility easement along the entire 

median, and intermittent wetlands and floodplain. A Pavement 

Design Survey was performed on all lanes which involved topo, utility 

and hydraulic pick-up survey along with resolving right of way issues. 

Performed Construction Assistance. 

Project Name: Brinks Road Bridge over West Branch Clam River 

Location: Missaukee County, Michigan 





Service Budget: N/A 


Client: Missaukee CRC 


Client Contact: Kelly Bekken 




Project Description: This project involves the removal of an existing 

bridge and replacing with a single span concrete I-beam bridge on 

Brinks Road over the West Branch Clam River. The proposed road 

alignment will be greatly improved and relocating the bridge crossing 

approximately 40’ downstream to better fit the stream and improve the 

horizontal alignment of the roadway. The new bridge will provide the 

following positive features regarding the stream: No piers in the stream, 

longer length to better fit the stream and match the width, much larger 

hydraulic capacity, less approach fill in the floodplain, and higher 

underclearance for recreational use. Hydraulic Analysis was performed 

using. HEC-REC to determine the 50-yr, 100-yr, and 500-yr flood 

elevations. Scour depth and countermeasures were determined per 

HEC-18 and HEC-23. MDEQ/USACE joint application permit was 

completed for work in the floodplain. 


Page 4 of 4


Christopher Sullivan, P.E. Bridge Engineer Bridge/Structural Engineer 


Wilcox Professional Services, LLC 1998 

EDUCATION: 

B.S. Civil Engineering, Michigan Technological University, 1998, Houghton, Michigan 


Professional Engineer, 2002, Michigan, #49832, Professional Engineer, 2007, Indiana, #PE10707852 

Professional Engineer, 2011, North Carolina, #38355 

1998 Troxler Nuclear Density Testing Equipment Certification, 2002 Effective Bridge Rehabilitation, 

2007 Highway Bridge Design 

Chris has 14 years of professional experience in bridge design and bridge load rating. Lead bridge engineer on 

20 Michigan Local Agency Bridge Program funded projects within last 8 years. He has assisted with more than 

70 MDOT and Michigan Local Agency Bridge Program projects. Project types have included numerous single 

bridge and culvert projects, multiple bridge corridor projects and a fast track Design Build project. His design 

and analysis experience includes work with structural steel, wood, and reinforced and prestressed concrete. He 

is experienced with the LEAP Bridge Software, SAP, Virtis, Merlin-Dash and many Wilcox developed design 

aids. 


Project Name: County Rd 510 over Dead River 

Location: Negaunee Township, Marquette County, Michigan 

Section I.D.: CS BRT 52555 

JN 49687A 






Client: Marquette CRC 

Client Role: Engineer-Manager 

Client Contact: James Iwanicki 


Role: Bridge Engineer responsible for design, analysis, detailing, 

specifications, and estimates. 

Project Description: The project involved replacement of a historical 

bridge by relocating the road to a new three span 532 foot long steel 

plate girder bridge. The proposed road alignment greatly improved both 

vertical and horizontal alignment and is about 4,000’ long. The bridge 

included two 85 foot tall piers. Engineering challenges due to bridge 

location and steep grade were access of soil boring equipment, 

constructing a switch-back road, varying depth of bedrock, and multiple 

types of foundation designs. Wilcox remained cognizant of 

construction cost and made economically prudent recommendations. 

The size of the spread footing on one of the piers was economized by 

grouting dowels into the bedrock. A pull-off area was added to the end 

of the bridge project in the Fall of 2010 to accommodate drivers who 

would stop to enjoy the new bridge and spectacular autumn views. 

Christopher Sullivan, P.E. 

Page 1 of 4

Project Name: 

Location: 

Section I.D.: 

Finkbeiner Road / Spring Creek & Finkbeiner Road / Thornapple River 

Thornapple Township, Barry County, Michigan 

NA 

Role: Lead Bridge Engineer responsible for design, analysis, detailing, 









Client Contact: Bradley Lamberg 


Project Name: Aarwood Road over Rifle River 


Section I.D.: CS 40002, JN 

89209 













existing county road and two new bridges over the Thornapple River 

and an adjacent wetland. 

The project was divided into two phases. Phase I included the west 2.2 

miles, and was constructed in 2009. Phase II is the remainder of the 

project, and is currently under construction, with a July 2011 

completion date. Phase II includes two new bridges, a pedestrian 


The bridge portion of this project consists of two structures: a single 

span 145 ft Michigan 1800 girder bridge over Spring Creek and an 

existing wetland, and a two-span Michigan 1800 girder bridge with a 

total length of 250 feet over Thornapple River. The longer bridge 

includes an 8 foot walkway and pedestrian fencing to accommodate 

future expansion of a nearby pedestrian trail. 

Role: Bridge Engineer Project Description: The project consists of 

replacing the side by side concrete arch and 4 span concrete box beam 

bridge with 108 ft long spread box beam bridge supported on 14 inch 

diameter CIP piles. The existing road profile was increased up to 4 ft 

and the roadway widened to bring it up to current design standards. 

Outside the existing embankment 20 to 25 ft of soft peat and marl were 

present below 2 to 10 ft of surfical sand. Multiple borings were 

completed to delineate the longitudinal extent of the organics. A slope 

stability analysis was conducted for the proposed 1:2 (V:H) 

embankment. A reinforced embankment consisting of lightweight slag 

fill and layers of biaxial and uniaxial geogrid were designed to minimize 

additional embankment weight and reduce the detrimental effects of 

differential settlement. Also a soil surcharge, complete with 

geotechnical instrumentation, will be implemented during construction 

to preload the organic soils and remove as much consolidation as 

possible out of them prior to the reinforced embankment construction. 


Page 2 of 4

State Road Bridge over Rifle River 

Project Name: 



Role: Bridge Engineer 



Project Description: This project includes replacing the concrete deck 

on a 112’ two span structure over the Rifle River. The proposed deck 


was widened to provide additional clear roadway width limited by the 


capacity of the fascia beams. Due to erosion and scour concerns, the 


existing turn back wing walls were lengthened, slopes flattened, and 

Client: Arenac CRC riprap was added at both abutments and piers. 

Client Role: Supt./Manager 



Project Name: Judd Road over Ann Arbor Railroad 

Location: Washtenaw County, Michigan 





Project Description: This project included replacing a 5 span timber 

bridge over Ann Arbor Railroad with a 48’ three sided culvert. To 


improve under clearance, the road profile was raised approximately 10’ 


at the crossing. To limit the need for additional permanent right-of-way, 


approximately 17,000 sft. of Mechanically Standardized Earth wall 

Client: Washtenaw CRC (MSE) was utilized. 


Client Contact: Kelly Jones 


Project Name: Tin Bridge Road Bridge over Pigeon River 

Location: Cheboygan County, Michigan 

Section I.D.: CS06002, JN86348 Role: Bridge Engineer 



Project Description: This project included replacing an existing single 

lane bridge with a three span timber single lane structure. This project 


was closely coordinated wit the MDEQ, MDNR, and Natural Rivers to 


provide a safe crossing with minimal impact to the environment. 


Client: Cheboygan CRC 

Client Role: Engineer/Manager 

Client Contact: Luke Houlton 



Page 3 of 4

McEachron Road Bridge 

Project Name: 

Location: Cheboygan County, Michigan 

Section I.D.: JN 86351 







Client: Cheboygan CRC 

Client Role: Engineer/Manager 

Client Contact: Luke Houlton 


Project Name: McVety Road over Butterfield Creek 

Location: Butterfield Township, Missaukee County, Michigan 











Project Description: This project included replacing an existing single 

lane bridge with a 50’ long x 28’-4” wide side by side box beam 

structure. Approximately 450’ of approach work was required to raise 

the road profile 2’ to provide adequate hydraulic opening to pass the 

100 yr. flood. 

Role: Lead Bridge Engineer responsible for design, analysis, detailing, 


Project Description: This project consists of removing an existing 

bridge and constructing a 36 ft single span timber structure on timber 

piles. This project is unique in that the approaches, substructure and 

preliminary superstructure design were prepared by Wilcox, but the 

final design of the superstructure will be the responsibility of the 

contractor. We worked with the county, MDOT, and several timber 

bridge manufactures to develop a timber bridge specification that is fair, 

complete, and satisfactory to all parties. 

Project Name: Six Mile Bridge Road over Little Manistee River 

Location: Stronach Township, Manistee County, Michigan 







Client: Manistee CRC 

Client Role: Gerald Peterson 

Client Contact: Manager 


Role: Bridge Engineer responsible for design, analysis, detailing, 


Project Description: This project consists of removal of an existing 

bridge and construction of a 60’ long x 31’ wide single span, 21” 

prestressed side by side concrete box beam bridge and approaches. The 

superstructure is supported by curtainwall abutments with concrete 

wingwalls. 


Page 4 of 4


Henry Diemer, PE Senior Transportation Engineer County Highway Engineer 



EDUCATION: 

B.S., Civil Engineering-Transportation, 1971, Michigan Technological University, Houghton, MI 


Professional Engineer, 1975, Michigan, 22855 


Project Name: County Road 510 over Dead River 

Location: Negaunee Township, Marquette County, Michigan 

Section I.D.: C.S. BRT 52555, 

J.N. 49687A 





Constr. Budget: $4,500,000 approx. 

Role: Lead Road Engineer and Constructability Reviewer 

Project Description: The project involved replacement of a historical 

bridge by relocating the road to a new three span 532 foot long steel 

plate girder bridge. The proposed road alignment greatly improved both 

vertical and horizontal alignment and is about 4,000’ long. The bridge 

included two 85 foot tall piers. Engineering challenges due to bridge 

location and steep grade were access of soil boring equipment, 

Client: Marquette CRC constructing a switch-back road, varying depth of bedrock, and multiple 

Client Role: Engineer-Manager types of foundation designs. Wilcox remained cognizant of construction 

Client Contact: James Iwanicki cost and made economically prudent recommendations. The size of the 


spread footing on one of the piers was economized by grouting dowels 

into the bedrock. A pull-off area was added to the end of the bridge 

project in the Fall of 2010 to accommodate drivers who would stop to 

enjoy the new bridge and spectacular autumn views. 













Role: Project Manager responsible for the preparation of all plans, 

project schedule, budget, billings, and adherence to MDOT 

specifications, standards and guidelines. In addition, coordinated all subconsultant 

work, including acquisition of all new right-of-way. 




existing county road and two new bridges over the Thornapple River and 

an adjacent wetland. The project was divided into two phases. Phase I 

included the west 2.2 miles, and was constructed in 2009. Phase II is the 

remainder of the project, and is currently under construction, with a July 

2011 completion date. Phase II includes two new bridges, a pedestrian 


Henry Diemer, P.E. 

Page 1 of 5

Project Name: Worth Road 





Wilcox Role: Full Construction 

Engineering Services 




Client Role: Superintendent/Mgr. 



Role: Design Engineer and Construction Project Engineer/Manager 

in behalf of the Arenac County Road Commission and the Saginaw 

Chippewa Indian Tribe. As Project Engineer/Manager, responsible for 

coordinating construction staking, inspection, testing, project 

administration, and project engineering services. 

Project Description: The project consisted in reconstructing 0.47 miles 

of Worth Road to a three lane urban section, complete with catch basins 

and storm sewer. The project included both east and west approaches to 

M-13, and extended east through a residential neighborhood. A HMA 

valley Gutter was utilized east of M-37. Left turn lanes were added on 

each approach, and a right turn lane on the east approach. Also included 

was the reconstruction of a three lane crossing of the Lake State 

Railroad, and addition of signals and crossing arms. An access drive to 

the corner gas station/sporting goods store was reconstructed at a greater 

distance from the M-13 intersection. Final construction costs were 

within the bid price. 

Project Name: Muskegon Road Bridge at Muskegon River 

Location: Summerfield Township, Clare County, Michigan 

Section I.D.: CS 18014 JN 86235A Role: Project Manager/Construction Engineer 



Project Description: Project involved bridge removal and replacement, 

Wilcox Role: Staking, Insp., Testing along with related approach work, which involved hot mix asphalt 

& Doc. 

paving and guardrail placement on Muskegon Road at Muskegon River. 


Construction Engineering services included staking, daily inspection, 


testing, documentation using MDOT’s Field Manager Software, and 


consultation regarding design issues. 


Client Contact: Steve Stocking 


Project Name: Mission Road 












Role: Project Manager responsible for design, preparation of all plans, 

progress schedule, budget, billings and adherence to MDOT 

specifications, standards and guidelines. Special coordination was 

required to combine the bridge replacement, intersection reconstruction 

and US-127 BR improvements into one construction project. 

Project Description: This project was let as one construction contract, 

but included three specific segments, each funded from a different 

source. The Mission Road bridge over the TSB Railroad was replaced 

with Critical Bridge Funds, the Mission Road intersection with US-127 

BR was relocated and improved with Safety Funds, and a portion of US- 

127 BR was widened and reconstructed with MDOT funds. The bridge 

was reconstructed to two lanes, and utilized concrete box beams and 

MSE walls at each abutment. 


Page 2 of 5

Project Name: Winn Road from South County Line to Coe Road 

Location: Fremont Township, Isabella County, Michigan 

Role: Project Manager 

Section I.D.: 37555 / 76579A 



Wilcox Role: Staking, Testing & 

Project 

Administration 

Service Budget: $ 63,678 

Constr. Budget: $ 578,891.00 





Project Name: Jordan Road (US-127 to Isabella Road) 












Project Name: Summerton Road (Remus to Broadway) 












Project Description: Project involved 1.06 miles of road 

reconstruction, including earthwork, subbase, aggregate base, base 

crushing and shaping, hot mix asphalt paving, paved shoulders, 

aggregate shoulders, drainage, curb and gutter at intersections, 

guardrail, turf establishment and pavement markings on Winn Road 

from South County Line Road to Coe Road, in Fremont Township, 

Isabella County. 


progress schedule, budget, billings and adherence to Isabella County 

standards and specifications for plat development. Design work was 

closely coordinated with the County Drain Commissioner. 


of an existing two lane gravel road to paved section. The design 

included sand subbase, aggregate base and one course of HMA. An 

existing county drain clay tile along Jordan Road was removed and 

replaced with concrete storm sewer with catch basins to convey surface 

water from roadside ditches and the surrounding area. 


progress schedule, budget, billings and adherence to Isabella County 

standards and guidelines. 


of an existing two lane road to an all-season three lane curb and gutter 

section. The design included sand subbase, aggregate base and two lifts 

of HMA. An existing county drain along Summerton Road was 

enclosed as a storm sewer, with catch basins and ditch inlets to convey 

surface water from the road and surrounding area. A new Mid-Michigan 

Community College facility will be constructed adjacent to this project 

in the near future, which required coordination regarding the storm 

sewer and proposed driveway. 


Page 3 of 5

Project Name: Bass Lake Road Bridge at Little Manistee River 

Location: Elk Township, Lake County, Michigan 

Role: Role: Project Engineer 




Wilcox Role: Staking, testing, 

documentation, 

Project Eng. Services 







Project Name: As Needed Consulting Engineering 

Location: Lake County, Michigan 

Role: 



End Date: Current/On-going 


Service Budget: $10,000/yr. 







Location: Missaukee County, Michigan 



End Date: Current/Ongoing 


Service Budget: $10,000 / yr. 






Project Description: Remove existing structure and construct a 

prestressed concrete box beam bridge and related approach work on 

Bass Lake Road over the Manistee River, Lake County. Engineering 

services included staking, testing, documentation, supervision and 

Project Engineering services. 

Project Manager responsible for client contact and 

communication, miscellaneous as-needed consultation, design and 

construction engineering services on projects, and County Highway 

Engineering duties. 

Project Description: This work involves all engineering services 

needed by the Road Commission, which includes the duties of County 

Highway Engineer. Services range from miscellaneous consultation and 

review to specific project management, design and construction 

engineering. Also included are as-needed support services, such as soils 

investigation, survey and environmental services. 

Role: Project Manager responsible for client contact and 









investigation, survey and environmental services. 


Page 4 of 5





End Date: Current/On-going 


Service Budget: $10,000/yr. 




Client Contact: V. James Woodhams 


Role: Project Manager responsible for client contact and 









investigation, survey, testing and environmental services. 

Project Name: 2006 Safety Project – Bridge Railing/ Approach Guardrail Improvements 

Location: Various Locations, Missaukee County, Michigan 

Section I.D.: CS 57609 JN 84976 Role: Project Manager / Project Engineer responsible for design, 

preparation of all plans, progress schedule, budget, billings and 

adherence to MDOT specifications, standards and guidelines. 



Wilcox Role: Full Construction 

Engineering Services 







Project Description: Project involved the placement of thrie beam 

retrofit bridge railing and approach guardrail at the following five 

locations throughout the county: Lucas Road and Arnold Road over the 

Hopkins Creek, and Forward Road, Seven Mile Road and Eight Mile 

Road over the Butterfield Creek. The project was funded with Local 

Safety Program Funds. Construction Engineering Services included 

inspection, testing, documentation, supervision and Project Engineer 

services. 


Page 5 of 5

EMPLOYEE NAME: TITLE: ROLE ON THIS PROJECT: 

Fernando Souto, P.E. Senior Project Professional Geotechnical Engineer 



EDUCATION: 

BS, Civil Engineering, 1973, New Jersey Institute of Technology (Newark College of Engineering), Newark, 

NJ 


Professional Engineer: 1978, Michigan, 25381, Professional Engineer: 2011, North Carolina, 38458 


Mr. Souto is Geotechnical Team Leader and Project Manager. He is responsible for administrative and 

technical management of geotechnical and pavement engineering projects and drilling services. 

Mr. Souto has 37 years of professional experience with geotechnical investigation and analysis; field and 

laboratory testing of construction materials; pavement design and evaluation; litigation assistance; and 

construction monitoring/testing. He has worked on a variety of government, industrial, commercial and 

residential projects. This includes design of structural foundations, roadways, retaining structures, 

embankments and slope stabilization. 

Between July 2004 and 2010, Mr. Souto has been in semi-retirement but has continued to work as a 

freelance consultant in the fields of geotechnical engineering, pavement engineering and technical 

training. 

Project Name: M-43 (Saginaw Street) over Grand River 

Location: City of Lansing, Ingham County, MI 

Section I.D.: CS B01 of 

33061 

JN 105905D 




Consultant 



Client: MDOT 


Client Contact: Ryan Snook, PE 


Role: Lead QC responsible for technical oversight and review of 

geotechnical analysis, and development of deliverables for bridge 

foundation design. 

Project Description: The existing 4 span structure consists of a 254 feet 

(ft) long by 80.4 ft wide bridge and is supported by a driven pile foundation 

system. The bridge has 5 lanes of traffic in the eastbound direction. Due to 

the shallow bedrock encountered and to prevent damage to the bridge from 

potential scour events, drilled shafts and micropiles options were proposed 

to support the bridge below scour elevations. The deep foundations were 

proposed to penetrate the weathered to fresh sandstone 15 to 25 ft. Drilled 

shaft diameters ranged from 42 to 60 inches and had factored resistances up 

to 1500 kips. The micropiles ranged from 7 to 9.625 inches in diameter and 

had factored resistances ranging up to 600 kips, which would require a 

minimum of one axial load test per substructure. 

Fernando Souto, P.E. 

Page 1 of 3

Project Name: I-96/Latson Road Interchange 

Location: Genoa Township, Livingston County, Michigan 

Section I.D.: JN: 101623B 


End Date: current 

Wilcox Role: Geotechnical 

Subconsultant 



Client: RS Engineering, 

LLC 

Client Role: Prime Consultant 

Client Contact: Robert Rayl, PE 


Aarwood Road over Rifle River 

Project Name: 


Section I.D.: 

CS BRT 40002 , 

JN 89209A 










Role: Lead QC responsible for technical oversight and review of 

geotechnical investigation and analysis for construction of a new 

interchange at I-96 and Latson Road. 

Project Description: The project consists of construction a bridge over 

I-96, on and off ramps, realignment of Beck Road and Grand Oaks 

Road, and reconstruction of Nixon Road and Latson Road. 

The scope of work included a geotechnical investigation for the new 

bridge and reconstructed roadways, strain pole signal foundations and 

cantilever and truss sign foundations at various locations along I-96. 

The work was performed in accordance with applicable FHWA 

Guidelines, ASTM and AASHTO Standards, and MDOT’s 

Requirements for Geotechnical Investigations and Analysis. Poor soils 

along portions of Nixon Road resulted in recommendations for peat 

excavation and swamp backfill in conjunction with a preconsolidation 

surcharge. Global stability analysis of the proposed embankments 

indicated a need for and a geogrid-reinforced lightweight fill 

embankment. 

Role: Senior Geotechnical Engineer & Lead QC responsible for 

technical oversight and review of geotechnical investigation and 

analysis in connection with reconstruction of a county road bridge and 

approach embankments. 

Project Description: The project entails reconstruction of a 2-lane, 

single-span bridge, along with raising the grades and widening the 

approach embankments. The soil conditions at the site include 

compressible peat and marl deposits that underlie the existing bridge 

and approaches, as well as the majority of the proposed embankment 

widening areas. Wilcox’s functions include performing a geotechnical 

investigation to determine the prevailing subsurface conditions, 

preparing designs for the pile foundations for the bridge and abutments, 

evaluating the requirements for the proposed embankment widening 

with particular emphasis on mitigating settlement and global stability 

concerns for the new roadway embankments. 


Page 2 of 3

Caberfae Road over Slagle Creek Bridge Replacement – Wexford CRC 

Harrietta Township, Wexford County, Michigan 

Role: Lead Geotechnical Engineer responsible for evaluating the 

results of geotechnical investigation, performing the engineering 

analysis, and preparing recommendations for foundation support of the 

proposed replacement bridge. 

Project Name: 

Location: 

Section I.D.: CS44032, JN 83568 






Client: KPM Engineering 


Client Contact: Pat Middleton 


Project Name: 

Location: Delta and Schoolcraft Counties, Michigan 







Client: Barton Malow 


Client Contact: Matt Lentini 


Project Name: 

Location: 

Section I.D.: 


End Date: 

Wilcox Role: 



Client: Barton Malow 


Client Contact: Matt Lentini 


Project Description: The project consists of replacing the existing 

91”x14” pipe arch culvert that carries a 2-lane county road over Slagle 

Creek with a 24’x6’ Con-Span precast concrete arch structure. 

Heritage Garden Wind Farm, Phase I 


technical oversight and review of a geotechnical engineering 

investigation and 

Project Description: Project involved design of foundations to support 

ten 100 meter high wind turbines for a new wind farm in Delta and 

Schoolcraft Counties, Michigan. The investigation includes standard 

soil borings with SPT testing, in-situ pressumeter testing, laboratory 

testing to determine soil parameters for the design of wind turbine 

foundations, and analysis of the data to assess the requirements for 

alternate types of foundations for the turbines. 

Heritage Stoney Corners Wind Farm, Phase III 

McBain, Michigan 

NA 


technical oversight and review of a geotechnical engineering 

Current 

investigation and analysis in connection with the design of foundations 

to support nine 100 meter high wind turbines for an expansion of a 


wind farm in McBain, Michigan. 

Project Description: The turbine locations covered an area of 

approximately 8 square miles. The soils at the site consist of very loose 

to medium dense, normally consolidated sand to depths greater than 

100 feet. Several foundation options were considered with a shallow 

foundation with ground densification being selected. Deep dynamic 

compaction was recommended to densify the normally consolidated 

sand and provide the required bearing capacity. Wilcox performed SPT 

and pressuremeter test before and after dynamic compaction to provide 

a baseline for the in situ soil and verify the effectiveness of the ground 

modification. 


Page 3 of 3


Brian J. Huebner Project Professional Wetlands Scientist/Biologist 



EDUCATION: 

B.S., Biology, Oakland University, 1990 


Certification/Training: US Army Corps of Engineers Wetland Delineation Training (40 Hours), – State of 

Michigan Threatened/Endangered Species Permit Holder; All Species, 1997 to 2012 – Michigan Soil Erosion 

and Sedimentation Control Program (Phases I, II and III) – Jurisdictional Delineation of Wetlands in Michigan 

(40 Hours) – OSHA Hazardous Waste/Site Training (40 hours) with – OSHA Hazardous Waste/Site Refresher 

Training (8 hours), 1992-2012 

Seminars Attended: Environmental Risk Management for Business and Property Transactions – Building and 

Using Wetlands - Various seminars pertaining to wetlands and current wetland regulations 


Project Name: Marshall Oil Spill 

Location: Kalamazoo, Michigan 

Role: Wetland Scientist – Selected by the USFWS and Enbridge to 

provide expertise to gather information necessary to complete the 

Natural Resource Damage Assessment for the Marshall Oil spill. 




Wilcox Role: Consultant 



Client: Enbridge (USFWS) 

Client Role: Owner (Trustee) 

Client Contact: Joseph Haas 

(USFWS) 

Client Phone: (517) 351-2555 

Project Name: Indiana County Road 17 

Location: Elkhart County, Indiana 




Wilcox Role: Subconsultant 



Client: J Ranck Electric, 

Inc. 

Client Role: Prime 

Client Contact: Rob Hentkowski 


Project Description: Cleanup and assessment of impacted media from 

a pipeline failure which released approximately 840,000 gallons of oil 

and impacted approximately 30 miles of river and stream. Mr. 

Huebner’s responsibilities during the assessment included identification 

of prominent vegetation communities, visual assessment and 

documentation of wetland habitat/quality in the wetland vegetation 

communities, identification of unique, threatened and/or endangered 

plant species or plant community types and mapping of prominent 

vegetation communities on topographic maps and aerial photographs. 

The work was performed in modified Level C PPE and strict safety 

protocols were followed during the work. 

Role: Environmental Specialist. Performed/coordinated wetland 

evaluation and environmental permitting. 

Project Description: Install new subsurface utilities along 

approximately 8 miles of existing county road. The project required 

wetland delineation and permitting through the US Army Corps of 

Engineers (USACE). Mr. Huebner completed the wetland delineation 

and coordinated preparation and submittal of USACE permit application 

for wetland crossings and temporary wetland impact areas. 

Brian J. Huebner 

Page 1 of 3

Project Name: Finkbeiner Road Improvements and New Bridge over Thornapple River 


Role: Environmental Specialist/Wetland Scientist 

Section I.D.: CS08609, JN84941 






Client: Barry County Road 

Commission 



Client Phone: (269) 945-3449 

Project Description: Road improvements along 4 1/2 miles of existing 

road and construction of a new bridge over the Thornapple River. Mr. 

Huebner performed wetland delineation and assessment along the entire 

project and endangered species assessment for the Indiana bat near the 

Thornapple River. Performed evaluation of two wetland mitigation 

sites (existing vegetation, soil and hydrology) and prepared wetland 

mitigation plans specific to each site. Performed wetland delineation, 

habitat assessment and Floristic Quality Assessment of a rare plant 

community (i.e., prairie fen and rich tamarack swamp) at one of the 

selected wetland mitigation sites. Prepared conservation management 

plan for the prairie fen and rich tamarack swamp. Prepared and 

coordinated submittal of MDEQ permit application. Obtained clearance 

from the USFWS for the Indiana bat. 

Responded to an incident of wetland impact associated with 

construction of the new road in which a section of bog mat was sheared 

from the larger wetland. Prepared restoration plan and coordinated 

approval of corrective measures with the MDEQ. Supervised 

restoration activities. Performed follow-up monitoring. Received 

MDEQ approval for the restoration effort. 

Performed site inspections as a special consultant to address soil erosion 

and sedimentation control measures in critical areas. Provided 

recommendations to maintain or improve erosion control and restore 

areas impacted by sediment released from the project site to meet 

MDEQ requirements. 

Project Name: Valley Road Improvements 

Location: Oscoda County, Michigan 


Role: Environmental Specialist/Biologist. 



Project Description: Road improvements (paved surfaces and 




shoulder widening) including minor realignment of one section along 

approximately 5 miles of gravel road. Most portions of the project 

passed through Federal forest (i.e., Huron-Manistee National Forest) 

Client: Oscoda County including habitat managed for the Federally endangered Kirtland’s 

Road Commission. warbler. Mr. Huebner performed vegetation assessment and Biological 


Assessment for the project. The assessment required multiple visits 

Client Contact: Don Baker over the season to evaluate the presence of threatened and endangered 

Client Phone: 989-826-3218 species, including regional forester’s sensitive species. Use sub-meter 

GPS survey techniques to locate habitat transitions and individual 

specimens and colonies of species of concern. Prepared Biological 

Assessment and coordinated submittal to the US Forest Service. 

Received project approval from the US Forest Service. 


Page 2 of 3

Project Name: M-59 from Michigan/Oak Grove to Old US-23 

Location: City of Howell, Townships of Howell, Osceola and Hartland, Livingston County, 

Michigan 

Section I.D.: CS47082, 

JN55918C 






Client: MDOT 


Client Contact: Lynne Kirby, PE 

Client Phone: (810) 225-2627 

Project Name: Fowlerville Proving Grounds 

Location: Handy Township, Livingston County, Michigan 



End Date: On-going 




Client: FT Techno of 

America, Inc. 


Client Contact: Takakazu Konishi 

Client Phone: (734) 620-0706 

Role: Wetland Scientist. Responsible for wetland delineation and 

assessment. 

Project Description: The project consisted of reconstruction of two 

lane roadway to four lane boulevard with an “urban” five lane section 

with curb and gutter. Project included drainage and detention design, 

traffic plans, permanent signing, pavement marking and traffic signal 

plans. Project also included approximately two miles of non-motorized 

within the project limits. Mr. Huebner completed wetland delineation 

and assessment and worked with the design team to evaluate design and 

construction alternatives to minimize wetland impacts. 

Role: Environmental Specialist/Wetland Scientist. 

Project Description: Construct a new, state of the art automotive 

testing facility including new test tracks and technical offices and 

service garages on several hundred acres. Mr. Huebner completed 

wetland delineation and assessment for the property and consulted with 

the design team to minimize wetland impacts. Coordinated and 

obtained MDEQ approval of delineated wetland boundaries. Prepared 

MDEQ permit application for wetland and stream crossings, including 

wetland mitigation (creation) plan. Mr. Huebner conducted 

environmental review and worked with the owner to properly remove an 

underground storage tank and approximately 2,000 cubic yards of 

contaminated soil. Completed VSR sampling and prepared 

documentation reports. Conducted soil and groundwater sampling to 

evaluate degree and extent of impacted media. 

Project Name: State Street Bridge Widening and Improvements 

Location: Saginaw Township, Saginaw County, Michigan 






Constr. Budget: $3M+ 

Client: Saginaw County 

Road Commission 


Client Contact: Ryan Whiteherse 


Role: Environmental Team Coordinator/Wetland Scientist – 

Managed/coordinated the environmental team effort. 

Project Description: The project consisted of widening an existing 

bridge over the Tittabawassee River and widening/improving 

approximately 1 mile of road. Mr. Huebner completed wetland 

delineation, assessment and mitigation design, as well as an endangered 

species assessment for the Indiana bat. Mr. Huebner prepared and 

submitted MDEQ/USACE permits and obtained clearance from the 

USFWS for the Indiana bat. Conducted environmental assessment 

along the project site and at potential wetland mitigation sites to 

evaluate the presence of dioxins and other contaminants in soil. 

Prepared assessment report and work plan to minimize exposure to and 

re-mobilization of dioxin-contaminated materials. 


Page 3 of 3

I‐475 Design –Build 

from I‐75 north to I‐69 

Flint, Michigan 

Wilcox was one of only four firms selected by MDOT to provide On Demand Design‐ 

Build Program Management Design Services. Wilcox was hired to develop a 

Design/Build Request for Proposal (RFP) for the reconstruction/rehabilitation of the I‐ 

475 corridor from I‐75 north to I‐69. 

Wilcox provided a continuous interface between the Design‐Build Contractor and 

MDOT to ensure the design submittals were in conformance with the contract 

requirements. Construction on the $26 million project started in spring of 2010 and 

was completed in the fall of 2010, three months ahead of schedule. The project 

included reconstructing 3.5 miles of I‐475, a major north‐south connector in Flint, 

Michigan. Evaluation, recommendation and rehabilitation of four structures, 

interchange ramp reconstruction, geometric evaluation of the corridor, pavement 

evaluations and recommendations, geotechnical review, as well as the total 

reconstruction of the existing freeway are a few of the tasks required to complete 

the project. 

Wilcox Role I Prime Consultant 

Professional Services I 

Project Management, Roadway 

Engineering, Structural 

Engineering, Load Rating of 

Structures, Hydraulics, 

Traffic Engineering, 

Geotechnical Engineering, 

QA/QC 

Project Reference I 

Mr. Keith Brown, P.E. 

Michigan Department of 

Transportation 

Davison Transportation Service 

Center 

9495 E. Potter Rd 

Davison, MI 48423 

810.653.7470 

Project Location

I‐475 after Construction 

I‐475 at Hill Road after Construction 

Services provided for this project include: 

• Design‐Build RFP Development 

• Project Management 

• Risk Assessment 

• Procurement Schedule 

• Compile the Reference Information Documents (RID) 

• Survey 

• Geotechnical Investigation 

• Drilling Services 

• Environmental and Permitting 

• Road Design 

• Bridge Design 

• Bridge Load Rating Analysis 

• Hydraulic Evaluation 

• Utility Investigation 

• Coordination and Public Involvement 

• Traffic Engineering 

• Pavement Repair Evaluation and Recommendations 

• Design Assistance during Construction

135 TH AVENUE OVER THE MUSKEGON RIVER 

& ROADWAY REALIGNMENT 

Osceola County, Michigan 

Design Start October 1997 

Design End May 1998 

Construction Start July 1998 

Construction End November 1998 

Project Location 

Osceola County, Michigan 

Owner/Purchaser 

Osceola County Road Commission 

800 South Chestnut Street 

Reed City, MI 49677 

231-832-5171 

Wilcox Role 


New Structure 

Design Dollar Value $362,000 

Construction Engineering $275,000 

Construction Dollar Value $3,800,000 

Project Description 

The New Bridge Design portion of this project 

involved the design of a new 90.0 m long x 12.85 m 

wide 3-span composite prestressed I-beam bridge 

continuous for live load. The bridge was designed 

per MDOT and AASHTO Standard Design Criteria. 

The plans and specifications were prepared as 

outlined by MDOT Standards. The foundation 

consisted of pile supported abutment retaining walls 

and center pier walls with ice breakers. The pier 

wall had a short cantilever at each end to enhance 

ice breaking. The bridge consisted of three 30.0- 

meter spans with MDOT Type IV concrete I-beams. 

The superstructure was made up of 7 - 1370 mm 

prestressed concrete I-beams spaced at 1900 mm. 

The beams were designed using LEAP Computer 

Software, which has similar results to MDOT's inhouse 

program. A 230 mm reinforced concrete 

deck on top of girders develops composite action 

and continuity for live load. The bridge is fixed at 

one abutment with all expansions at the other end. 

A pedestrian walkway was included on one side for 

fishing and access. The bridge vehicular railing 

was 2-tube type. A special 6-tube pedestrian railing 

was provided along the outside of the walkway. 

The site survey and soil investigation were done 

under this scope of work. The hydraulic and scour 

analyses were completed using HEC-RAS. The 

bridge was part of a larger project, which provided a 

new roadway on a totally new alignment, and 10 

acres of wetland creation. 

The bridgework on the project was funded with 

Critical Bridge Funds. 

The Roadway Realignment involved the design of 

a 4.3 km roadway including profile corrections, 

superelevation corrections, alignment adjustments, 

drainage improvements, grade work and paving. 

Project was done over a two-year period. Wilcox 

provided complete Design Engineering and 

Construction Engineering Services. Standard 

specifications and procedures from AASHTO, 

MDOT and MMUTCD were followed. 

Construction Engineering Services included 

construction staking, all inspection, soil density, 

asphalt and concrete testing and full documentation 

and file keeping using MDOT CPRKS. Standards, 

specifications and procedures from AASHTO, 

MMUTCD, MDOT and MTM were followed in the 

Construction Engineering of this project. 

This project was in conjunction to a plant expansion 

at IMC Kalium, LTD, a potash plant. 

Project Award 

ACEC/M Honorable Mention Award 

P:\MarketingTemplates\Project Resumes\2004_Project Resumes\STRUCTURAL\96707 135TH AVENUE OVER MUSKEGON RIVER.dot 1

ENGINEERING DEVELOPMENT CENTER PROJECT 

Ford Dearborn Proving Ground 

Dearborn, Michigan 

Project Description 

Wilcox Professional Services, LLC was 

retained to perform architectural services, 

geotechnical and civil design, construction 

services and staking for the building of a 

45-acre VDA Pad, a 15 acre Wet Testing 

Pad, a new 4,500 ft. Straightaway with 

parabolic turn-around loops, a Steering & 

Handling Track, the overlay of a 2 ½ mile 

High Speed Track with parabolic cross 

sections, and many smaller test events. 

Smaller events included a Curb Impact Event, 

Sound Wall, Grist Mill Pad, Driveway 

Clearance Events, Airbag Event, High Crown 

Road and Ride Roads. Buildings included in 

the project were a new Control Tower and a 

new Product Review Center. 

Design Start January 2004 

Design End March 2005 

Construction Start September 2004 

Construction End November 2005 

Project Location 

Dearborn, Michigan 

Owner/Purchaser 

Ford Motor Company 

CTL, Room 2C112 

21500 Oakwood Boulevard 

Dearborn, MI 48124-4091 

Gerald Hilton (313) 323-7914 

Wilcox Role 

Design & Architectural Services 

Design Dollar Value $1,500,000 

Construction Dollar Value $38,000,000 

The construction services included grade 

verification during construction and 

bituminous inspection of the unique surfaces. 

Public and private utilities included sanitary 

sewer service to new and existing buildings, 

complete reconstruction of the storm sewer 

including a 3-million gallon above ground 

detention basin and a 2.5 million gallon 

underground detention basin, potable water 

service to buildings, fire main service to 

buildings primary and secondary electrical 

supply, data and communications 

infrastructure, site fencing, gates and security 

camera systems, automotive testing support 

systems and a wetting system for the Wet 

Testing Pad. 

Unique poor soil considerations discovered in 

the geotechnical investigation called for the 

use of vertical wick drains under large fill 

areas of the VDA Pad that pre-consolidated 

the soils allowing the Owner to maintain the 

schedule. The new Steering and Handling 

Track was designed to be an exact duplicate 

of a track at another Ford Proving Ground. 

The Dearborn Proving Ground is used by 

development engineers as the primary 

development center for Ford Motor Company. 

P:\MarketingTemplates\Project Resumes\2005_Project Resumes\Ind_Auto\Proving Grounds\2003-744 Ford Dearborn Proving Ground - Eng Dev Ctr.doc

CR 595 and CR 550/510 - Marquette County

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