A. Lindberg & Sons/AECOM - Marquette County

Statement of Qualificaons 

November 21, 2012 

CR 595 Final Design & Construcon 

OR 

CR 550, CR 510 and Triple A Design, 

Construcon & Rehabilitaon 

A. Lindberg & Sons, Inc., 599 Washington Street, Ishpeming, MI 49849 (906)486‐4459

Statement of Qualifications 

CR 595 Final Design & Construction 

OR 

CR 550, CR 510 and Triple A Design, Construction & Rehabilitation 

Section Title 

Table of Contents 

Page Number 

1.0 Executive Summary ..................................................................................................................... 1 

2.0 Understanding of Service............................................................................................................. 1 

3.0 Schedule Management................................................................................................................ 3 

3.1 Engineering and Design ......................................................................................................... 4 

3.2 Planning, Scheduling, and Job Control ................................................................................... 4 

3.3 Contracts and Procurement ................................................................................................... 4 

3.4 Field Personnel and Subcontractor Management .................................................................. 5 

3.5 Construction Sequence .......................................................................................................... 5 

4.0 Innovations .................................................................................................................................. 5 

5.0 Experience/Past Performance ..................................................................................................... 7 

6.0 Work Zone Safety......................................................................................................................... 8 

7.0 Organization and Project Personnel Qualifications ....................................................................10 

7.1 Organization Chart ...............................................................................................................10 

7.1.1 Pre-Construction Services ...........................................................................................11 

7.1.2 Construction Services..................................................................................................11 

7.1.3 Construction Services Direct Support ..........................................................................12 

7.2 Key Staff ..............................................................................................................................12 

8.0 Failure to Complete or Default ...................................................................................................12 

Figure 1............................................................................................................................................13 

Table 1 .............................................................................................................................................14

Statement of Qualifications for CR 595 Final Design & Construction 

or CR 550, CR 510 and Triple A Design, Construction & Rehabilitation 

1.0 Executive Summary 

A. Lindberg & Sons (ALS) has worked proactively and diligently for the past six years to make the 

CR595 Project a viable transportation system for the Marquette County local economy. ALS has 

selected AECOM (formerly STS Consultants) as design partner to provide the Marquette County 

Road Commission (MCRC) with an outstanding team capable of delivering the CR595 or CR550, 

CR510 and Triple A Project. Each firm brings demonstrated experience in all areas that are 

required in this important project. Each project presents numerous challenges, and this team 

provides a strong combination of experience, knowledge, and proven innovations allowing the 

chosen project to be completed in a safe, efficient, timely, and cost-effective manner while 

minimizing potential adverse impacts, including environmental concerns. 

An accelerated schedule can be achieved in many ways. Our team has considered several ways to 

expedite the schedule that would significantly reduce the amount of time needed to complete 

either project while managing cost. These ideas will be discussed at various points throughout our 

proposal. 

ALS is confident that this Statement of Qualifications will meet your approval and looks forward to 

hearing from the MCRC with any questions or concerns. All addenda (1, 2, and 3) have been 

received and are acknowledged. 

2.0 Understanding of Service 

Both ALS and AECOM have extensive prior knowledge of each project. Beginning in 2006 under the 

direction of Kennecott Eagle Minerals Company, ALS was responsible for much of the initial 

exploration, design, and permit applications for the original route, the South Road/Woodland Road. 

ALS was instrumental in bringing King & MacGregor Environmental and STS Consultants to the 

team during this phase. While completing this work, various alternate routes were explored, and 

numerous budget cost estimates were prepared. Once the initial route was selected, ALS 

completed road design drawings and wetland mitigation plans. The quantitative information 

produced by the design was used as the basis for the original MDEQ application filed in 2008 by 

Woodland Road LLC. The route has changed slightly, but ALS staff still has more comprehensive 

knowledge of the area and what is required to complete this project than any other party. ALS’s 

experience in budgeting and design for this project combined with AECOM’s extensive design and 

engineering experience provides for development of the most realistic construction budget and 

schedule. 

In 2007 AECOM began providing soil testing and bridge design services for the five major stream 

crossings on CR595, including field survey, hydraulic analysis, size and location design, and 

permitting assistance. AECOM provided preliminary plans and a complete hydraulic analysis report 

for each of these locations. These designs and reports are included with the current application for 

permit for CR595. AECOM also completed soil borings and geotechnical evaluations for a number 

of the bridge crossings, including the Dead River, Wildcat Canyon Creek, Middle Branch Escanaba 

River, and Yellow Dog River. If the CR595 option is chosen, AECOM has sufficient information to 

immediately begin the final foundation and superstructure design for these locations. 

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AECOM has completed preliminary design and construction estimates for each section of the 

CR550, CR510 and Triple A Project. This information is immediately available for project use and 

will allow them to quickly and accurately produce the final design if this route is selected. 

To attain the goals of the CR595 Project, the road would be divided into five segments, as shown in 

Figure 1 on page 13, to allow for simultaneous construction. Specific construction techniques and 

approaches will be further discussed in the Schedule Management and Innovations sections. From 

the project’s inception, ALS has worked with timber companies and their lessees, private property 

owners, and other interested parties to meet all project goals. ALS has collaborated with members 

of the Moose Country and Big Bay Snowmobile Clubs to discuss relocation of their respective trail 

systems. All key staff have regularly attended the public hearings for the project, and are cognizant 

of the most pertinent concerns. This knowledge, combined with our position as the largest local 

bridge, earth, and crushing contractor allows ALS to be the “best qualified” CMGC to meet the goals 

of this critical project. 

Prior design and exploration work has allowed identification of numerous borrow and aggregate 

sources on or near the route. As shown in Figure 1, the ALS Humboldt Stone/Sand (7, 8), Triple A 

(Longyear) Quarry (5), and exclusive agreements with various timber companies to produce 

materials on their properties, provides sufficient sources to meet any needs of the project. ALS has 

the ability to stage the critical materials (21A, 22A, 3” minus, riprap, bituminous stone) necessary 

to expedite the schedule. 

Construction of the structures that will bridge the 20 streams will impact the flow of material, 

equipment, personnel and the travelling public. In order to minimize this impact, various methods 

will be utilized, including the use of temporary bridges and creative construction scheduling. Some 

bridge construction could occur during periods of lighter traffic in winter and spring. Construction of 

critical bridges such as Yellow Dog River and Dead River would be expedited. 

ALS’s preliminary plan to facilitate effective communication on this project includes establishing an 

office near the project site where utilities and communication can be instituted. This field office will 

have a conference room, plotter, photocopier, printer, computers, and other resources necessary to 

aid in the administration of the project. It will be located near the south end of the CR595 Project 

or near Big Bay for the CR550, CR510 and Triple A Project. An FTP site will also be utilized to share 

access to drawings and information. It appears that radio towers could be installed to establish 

radio communication and mile markers installed along the project corridor to easily enable 

communication between all personnel, promote awareness and safety, and assist in the event of 

an emergency. 

The anticipated communications for this project include a project kickoff meeting, weekly 

coordination meetings, and day-to-day communications management. ALS will attend a project 

kickoff meeting as well as weekly coordination meetings with MCRC and the rest of the project 

team to ensure the goals of the project are met; to implement and maintain a spirit of cooperation 

and open communication among the parties; to resolve potential problems promptly; and to provide 

updates at various stages of the project. 

In addition to scheduled project meetings, ALS will regularly communicate with MCRC during all 

stages of the project. Day-to-day communication between MCRC and ALS will be completed via the 

project manager. Sub-contractors will directly communicate with the ALS project manager and will 

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be informed of all issues and decisions pertaining to their scope of work on the project. The ALS 

project manager will be Bob Kissel. Bob will be fully accessible to MCRC at all times. All 

communication (ALS internal staff, subcontractors, and consultants) will be instructed to direct their 

communication regarding the Project to their designated contact person. Bob will use Jim Iwanicki 

as the single point of contact at MCRC. 

A public relations plan will be developed to meet the goals of the MCRC. Frequency of public 

information and means, such as websites, media releases, and outreach activities, will be 

determined with MCRC before the project commences. Please see section 7.0 Organization and 

Project Personnel Qualifications for more information regarding ALS’s public relations intentions. 

ALS is committed to quality and may utilize a third party to ensure quality rather than a selfadministered 

QA/QC program. With the MCRC approval, ALS suggests adopting the Michigan 

Department of Transportation 2012 Standard Specifications for Construction. Utilization of MDOT 

standards is typical practice for most highway construction projects, and use of these standards on 

this project will minimize any erroneous interpretations of a newly developed QA/QC plan for this 

project. 

3.0 Schedule Management 

A project of this magnitude will require a contractor with the capacity and assets to complete a 

significant amount of work in a short period of time. ALS clearly has that capacity, with the area’s 

largest fleet of major mass production equipment, including: twelve Cat 637 Scrapers, four Cat D9 

track dozers, eight Cat D8 track dozers, seven 40-ton off road articulated haul trucks, four Cat 988 

loaders, and six mass-production excavators. The current fleet is capable of moving in excess of 

2 million cubic yards of earth in a single construction season. ALS also has the ability to 

supplement existing fleets with unlimited rental capacity from major equipment producers such as 

Caterpillar and John Deere. ALS also has experienced bridge crews capable of meeting the needs 

of the project. Rock blasting and aggregate production is a major component of these projects, and 

as one of the top 100 aggregate producers in the nation, ALS has sufficient resources to meet 

these demands. ALS currently owns and operates 5 portable crushing and screening complexes 

and a portable concrete redi-mix plant. The aggregate division regularly produces over 3 million 

tons of material annually, and has the capability of blasting 500,000 cubic yards of rock annually. 

ALS will easily meet the project requirement of self-performing a minimum of forty percent of the 

contracted work. 

GPS controlled equipment will be used by ALS on this project. GPS controls will substantially 

reduce surveying and staking costs. The use of this technology will also expedite the construction 

schedule. 

In order to substantially complete either project ahead of schedule, a variety of techniques will be 

implemented. Five major areas have been identified where effective management can expedite the 

construction schedule. These areas are: 1) Engineering and Design; 2) Planning, Scheduling, and 

Job Control; 3) Contracts and Procurement; 4) Field Personnel and Subcontractor Management; 5) 

Construction Sequence. 

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3.1 Engineering and Design 

As soon as a contract is awarded and route selected, ALS and AECOM will work with MCRC to 

finalize design. Design and constructability reviews will be scheduled immediately with all parties 

so the project will proceed efficiently. Engineering focus will be on the CPM-based schedule. 

Potential pre-fabricated elements will be identified with work started as soon as possible, 

expediting the schedule. 

3.2 Planning, Scheduling, and Job Control 

A successful project begins by being adequately prepared prior to the commencement of any work. 

Detailed quantity take-offs will be completed and used to create a mass haul diagram and CPMbased 

schedule for either project. If CR595 is chosen, the current ALS mass haul diagram will be 

updated once final road design is approved. The mass haul diagram determines the most 

economically efficient hauling direction of excavated earth and rock materials, and results in an 

expedited schedule. The sequencing of temporary and permanent river crossing structures will be 

analyzed and scheduled, to maximize the most efficient flow of equipment, materials, personnel, 

and the travelling public. 

Facilitating communication between all involved parties is the most critically important component 

to the success of the project. Engineering and procurement schedules will be integrated into the 

construction schedule. With the assistance of MCRC, ALS will request that all impacted utility 

companies become part of the team in order to minimize construction delays. Coordination with 

landowners, businesses, and other impacted parties along the route will require communication 

and facilitation to minimize problems. ALS has established relationships with many of these 

parties, and resolving any concerns or issues can be expedited. 

3.3 Contracts and Procurement 

Procurement has already been discussed with several material suppliers and subcontractors. Once 

designs are completed and budget established, deadlines for engineering, fabrication, and delivery 

of critical materials will be accelerated. Purchasing and contract negotiation will be fast-tracked 

through the use of electronic data interchange protocols. An expeditor will be identified to ensure 

efficient creation and approval of any required shop drawings. Once contracts are in place, 

suppliers will be required to produce or fabricate any materials in strict accordance with erection 

sequences. Major suppliers will be required to attend periodic progress meetings. Finally, 

consideration of creative payment incentives and penalties with vendors will help ensure 

compliance with scheduled completion dates. 

Subcontractor selection, with MCRC’s approval, will be based on past experience with MDOT and 

local authorities. ALS has a large network of potential subcontractors to invite to bid on 

subcontracted work items. Only MDOT pre-qualified subcontractors will be utilized, and availability 

and past schedule performance will be the most important criteria used in selecting successful 

subcontractors. Schedule and performance-based incentives will be considered in contract 

negotiations, and subcontractors may be required to furnish payment and performance bonds. 

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3.4 Field Personnel and Subcontractor Management 

Proactive management of field personnel and subcontractors is the most important method to 

ensure the project stays on or ahead of schedule. Weekly productivity reports will be produced and 

used to monitor actual progress versus estimated progress (CPM). 

The optimal use of field craft personnel will be managed on an ongoing basis. Difficult field 

activities will begin as soon as possible. 

Consideration will be given to the “rolling four” concept. This involves 2 crews, each working four 

successive 10-12 hour days followed by four days off. This has the effect of reducing overtime, 

increasing productivity during construction, and expediting the progress schedule. 

Subcontractors will be continuously monitored and required to complete daily reports that will be 

submitted to the project manager. Subcontractors are required to attend weekly progress meetings 

with project management staff to ensure quality, production, safety, and adherence to schedule. 

3.5 Construction Sequence 

CR595 is most manageable when divided into five segments, allowing for simultaneous work areas. 

Each segment provides its own unique challenges. Figure 1 shows each of the five segments in 

greater detail. In addition to dividing the project into segments, several critical factors and work 

activities have been identified that need to be discussed with MCRC and other involved parties as 

soon as a contract is awarded. These items have been discussed and planned for internally, but a 

formal plan will need to be implemented. They include identification of borrow and aggregate 

sources, construction of river crossings, harvesting of timber, clearing and burning concerns, winter 

construction activities, potential permit-restricted work areas, and microclimates. 

There may be permit requirements that could impact the construction sequence. Among them are 

the Migratory Bird Act and the accommodation of threatened or endangered species such as the 

narrow-leafed gentian. 

Construction of CR510 and Triple A will utilize ALS’s Triple A (Longyear) Quarry as a central location 

for staging with construction beginning here and progressing in the east and west directions to 

complete the Triple A and CR510 portions of the project. CR550 construction schedule will require 

coordination with MCRC existing bridge and road projects to determine construction sequence and 

CMGC responsibility. 

4.0 Innovations 

ALS has always prided itself on taking an active role in bringing innovative ideas to project owners, 

resulting in cost savings and higher quality projects. During the six years ALS has studied the 

CR595 Project, several methods to improve design, quality, and lifespan have been developed. 

One major innovation proposed is an alternative road cross-section that would provide extended 

pavement life, lower construction costs, faster construction operations, and a superior temporary 

travelling surface for construction equipment and the public. This innovation involves substituting 

the 2 foot sand subbase with a minimum layer of 16 inches of 3” minus aggregate. 3” minus 

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crushed subbase is locally preferred as a subbase alternative to MDOT Class II Sand. The 8” layer 

of 22A will be replaced with a minimum of 4 inches of 21A. The substitution of 21A was suggested 

to MDOT by ALS several years ago, was approved as a superior method, and is now being utilized as 

an open graded drainage material on several high volume traffic projects. In 2011, MDOT utilized a 

21A modified open graded drainage aggregate for a project on US2. The City of Marquette prefers 

the use of 3” minus and 21A aggregates on its projects, and the local logging industry prefers 3” 

minus crushed material for its ability to support heavy equipment. ALS also proposes changing the 

bituminous surface from 4 inches of MDOT 13A to a binder course of 9A followed by a leveling 

course of 4E. 

ALS is exploring a number of innovations that will help with bridge design and construction. The 

use of precast elements is proposed for bridges in order to expedite the schedule and limit impacts 

to traffic. Some of the potential precast elements include footings for ConSpans, bridge 

abutments, and deck panels. Their use could reduce the schedule by up to 30% per structure. 

Precast elements may eliminate the need for a complete cofferdam when building in wet 

conditions. Quality control is improved because the precast elements are constructed under 

controlled conditions. The Outlet Structure at Wildcat Canyon Creek could be precast too, which 

reduces the environmental impact of construction and expedites completion. 

To facilitate placement of streambed material within the precast concrete box culverts, precast 

concrete internal “curbing” at the invert of both section ends could facilitate “charging” the 

individual sections with streambed material prior to section placement. 

Two additional water crossing ideas are: 1) the construction of baffles within culverts to reduce 

velocity and the need for extensive energy dissipation at the culvert outfalls, and 2) the use of 

concrete form liners that produce aesthetically pleasing profiles and post-installation concrete 

staining of exposed culvert and bridge surfaces that could facilitate aesthetic “blending” of the 

structures to the environment. 

There are multiple erosion control methods that would work well on this project. One is the use of 

Slope Protection Special, which consists of a minimum 1 foot layer of blasted rock on steep slopes. 

This practice immediately protects the slope from erosion during construction and eliminates the 

need for topsoil, seeding, and mulch. Another benefit of Slope Protection Special is that animals do 

not feed on this type of slope protection, which reduces the risk of future traffic accidents. Wood 

chips created by grinding tree stumps and slashings would also create effective erosion control 

during construction. 

Several other miscellaneous ideas would be beneficial if implemented. Excavated peat, if properly 

salvaged and stored, could be utilized in the creation of future wetlands. Partial width construction, 

while not a new idea, could be used in certain areas to maintain traffic flow and reduce 

inconveniences to the public. Centerline and shoulder corrugations (rumble strips) are not 

necessary but provide a higher level of safety for a road that will be snow covered in many areas 

nearly half the year. Finally, using concrete instead of a bituminous surface at intersections where 

heavy trucks will be stopping will reduce surface wear in those areas. 

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5.0 Experience/Past Performance 

A. Lindberg & Sons (ALS) has an extensive history in constructing, reconstructing, and rehabilitating 

infrastructure across the Upper Peninsula and Midwest. ALS was responsible for building several 

miles of the original Interstates in Michigan, Wisconsin, and Minnesota. ALS has extensive 

experience with performing projects for MDOT, WDOT, numerous county and local authorities, as 

well as private entities, and is an equal opportunity employer. ALS is currently prequalified by 

MDOT to perform $87 million of concurrent work. Locally, many projects have been completed on 

Marquette County roads, including CR550 and CR510. Familiarity with site conditions in these 

areas will be beneficial to the project team if this option is selected. 

One challenging MCRC project in terms of public safety and maintenance of traffic was the CR581 

Bridge Replacement over the Middle Branch of the Escanaba River in 2008. The original contract 

plans and specifications called for the bridge to be demolished and a new bridge constructed, with 

traffic rerouted by a 12 mile detour during the 4 month construction period. Public opposition to 

the detour delayed the project start while MCRC collaborated with ALS to design a temporary 

structure and approaches east of the construction zone. This challenge was met by utilizing a 

temporary bridge supplied by ALS, installing the structure and guardrail, completing all approach 

work, maintaining the surface throughout the project duration, and removing the temporary bridge 

upon project completion. A new traffic maintenance plan was developed in order to keep the public 

safe during the demolition and construction processes. 

A recent successful project took place on US41 in Skandia. In 2003 ALS contracted with MDOT to 

build passing lanes and resurface 6.1 miles of roadway. Value engineering was provided by 

utilizing a track crusher on the grade to recycle the existing concrete base and reuse it as a 

modified material that otherwise would have been wasted. The cost savings allowed for a deeper 

and more substantial base aggregate substrate at a lower cost, while also producing a superior 

product. The area where this technique was used still shows very little deterioration in the 

bituminous pavement after nearly ten years. This 3.4 million dollar project was completed within 

budget. ALS safely maintained traffic and access to homes and businesses along this main route 

for the duration of the project. 

Similar to the proposed projects in both scope and complexity, ALS completed a design-build 

project in 2004 in Baraga County for the US Army Corps of Engineers. ALS worked with a diverse 

project team comprised of the Corps of Engineers, J.O.A. Construction and Tetra Tech to complete 

the L'Anse Linden Creek Flood Control Project. ALS staff was instrumental throughout the design 

and planning stage for two ConSpan bridge crossings and a 20’ wide x 8.5’ high x 412’ long skewed 

box culvert. Value engineering cost savings was obtained by recommending a different steel sheet 

piling design for the seawall, redesigning the typical road cross section to take advantage of locally 

available materials, and redesigning the channel entrance to Lake Superior to an armor stone 

breakwater design. A 412’ long skewed box culvert design was developed that would follow a 

challenging, client desired channel alignment. At all times throughout the project, ALS maintained 

local vehicular traffic through the work zone and pedestrian access to retail stores along the project 

corridor. Work was completed in a condensed construction schedule to accommodate availability 

of Federal funds. 

In addition to a large roadwork resume, A. Lindberg & Sons prides itself on being one of the most 

experienced bridge and structure contractors in the Upper Peninsula of Michigan. Since 2000, ALS 

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has completed over 20 different bridge construction projects across the central Upper Peninsula, 

and built many snowmobile bridges on trails across the Upper Peninsula. Many previous projects 

involved temporary road and bridge construction in order to maintain traffic. The experienced staff 

at ALS will collaborate with MCRC to develop the temporary structures required to maintain access 

to the existing roads and trail systems impacted by the project. 

AECOM brings a wealth of experience in design, survey, environmental and construction services to 

the team. AECOM Marquette recently provided environmental review, design, and construction 

management services for a design-bid-build project to reconstruct 26 miles of H-58 through 

Pictured Rocks National Lakeshore in Alger County. The team prepared the route location study, 

completed all road and bridge design, provided construction layout, materials testing and 

inspection services for all phases of the project over six years. Many of the challenges faced on this 

project will be encountered on the CR550, CR510 and Triple A Project, and AECOM’s success in 

managing the H-58 project demonstrates that the team can successfully complete this type of 

project. Safety and public access was a major concern on H-58 as it is most heavily travelled 

during the construction season. This challenge was met was by breaking the construction into 

several phases and completing it over multiple years. Other challenges faced during this project 

involved minimizing environmental impacts, attaining proper easements on federally owned land, 

and redesigning the road to meet current design standards. AECOM met the environmental 

challenges by reducing the width of the road’s footprint at certain locations in order to save trees 

and preserve the forest canopy. Realignment of the road in one location avoided impacting a small 

wetland. AECOM Marquette was recognized by the National Park Service with a Midwest Region 

Excellence in Partnering Award for their efforts on this project. 

AECOM has designed a number of bridges for MCRC of similar size and complexity to those on both 

the CR595 and CR550, CR510 and Triple A projects. These include CR PFS over the Schweitzer 

Creek, CR PX over the North Branch Big West River, CR GGT over Deer Creek, and CR581 over the 

Middle Branch Escanaba River. Although they required more design effort, AECOM chose to include 

design features for increased bridge quality and longevity such as concrete composite deck slabs 

instead of bituminous overlays. In the case of the CR581 bridge, AECOM also included concrete 

approach slabs to eliminate approach settlement problems on this high volume road. AECOM is 

currently completing the design of CR550 over Alder Creek and has recently been awarded the 

design of CR550 over the Little Garlic River. Both of these projects are on the CR550, CR510 and 

Triple A route and AECOM’s knowledge of the possible future road improvements has been 

incorporated into the bridge design and planning. 

AECOM’s most recent road design project for MCRC was for the development area in Marquette 

Township north of the Westwood Mall. The project included the design and construction of 

Commerce Drive from US41 to Wright Street and for Venture Drive from CR492 (Wright Street) to 

Commerce Drive. The original project was for Marquette Township’s TIFD/DDA to assist in the 

development of the area. AECOM’s services included design and construction services for the road 

and utilities. Utilities included water, sewer and underground electric conduit coordinated with the 

Marquette Board of Light and Power. 

6.0 Work Zone Safety 

ALS and AECOM have extensive prior knowledge of both proposed projects and understand that 

work zone safety will be quite different depending on which project is chosen. Give ‘Em A Brake 

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Safety (GEBS) will be the subcontractor for the maintenance of traffic on either project. GEBS is a 

leader in the traffic control industry and has performed services for many projects of this 

magnitude. Numerous employees in key positions have over 25 years of experience in the traffic 

control safety industry. Availability is 24/7 for any traffic control emergency, and GEBS will use 

products and equipment that meet or exceed MDOT and FHWA standards. Reasonable access will 

be maintained and proper notifications provided to all residents, businesses, emergency vehicles, 

and personnel within the project limits. The work zone safety plan is a top priority on either project, 

and will be formalized with MCRC prior to work commencement. 

A significant portion of the work zone for CR595 is in remote areas. Numerous two-track logging 

roads and recreational trails present the potential for public users to gain access to our work area. 

Work zone incidents will be minimized by implementing a comprehensive sign placement plan that 

warns users in sufficient distance to seek alternate routes before arriving at the perimeter of the 

work zone. Input from MCRC, property owners, and timber companies will be used to develop a 

plan to maintain access to the existing roads and trails surrounding the work zone for the duration 

of the project. Public access to the work zone will be supervised and controlled. 

A more traditional method for the maintenance of traffic will be used if CR550, CR510 and Triple A 

is chosen. Input from impacted parties, including emergency responders, will help the team create 

a plan that minimizes impacts to the travelling public and coordinates access for property owners in 

and around the work zone. ALS and GEBS’s signing sequence will be in compliance with current 

MDOT standards and construction methods. 

The safety and well-being of construction personnel is another primary concern. ALS employees 

and subcontractors are required to adhere to the ALS safety and drug and alcohol policies. The ALS 

workforce frequently works in heavy construction, industrial, and mining environments with strict 

safety rules, and all current field personnel are MSHA certified. A former MSHA inspector with three 

decades of experience in the mining and safety industries will serve as the ALS safety officer on the 

project. 

Blasting areas are another safety hazard that must be addressed. As the largest quarried 

aggregate producer in the Upper Peninsula, ALS has significant experience with managing blasting 

operations. Along with GEBS, the ALS safety and blasting teams have the knowledge to properly 

sign, monitor and control the blasting zones. All areas will be analyzed by our safety department to 

control all traffic and employees during the blasting activities. 

A staging plan has been developed that will reduce environmental, social, and economic costs. ALS 

owns and has agreements to operate many gravel pits and quarries in Marquette County, several of 

which are strategically located near both projects. Figure 1 shows all quarries and staging areas. 

One of the main staging areas for either project will be the ALS Triple A (Longyear) Quarry (5). If the 

CR550, CR510 and Triple A Project is chosen, an additional staging area will be located at the ALS 

CR550 Pit (3). If the CR595 Project is chosen, additional staging areas will be at Humboldt Sand & 

Gravel (8), Humboldt Stone (7), and other nearby pits. Aggregate locations will also be used by 

portable bituminous plants. Aggregate and borrow sources identified along the CR595 route may 

also be utilized as staging areas. For either project, ALS has located, and in many cases controls, 

sufficient land that is in close proximity to the construction area. This reduces transportation miles, 

lowering both cost and environmental impacts such as emissions, and expedites the construction 

schedule. It has the added benefit of reducing the impact experienced by the travelling public, and 

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minimizes construction traffic in major population centers and transportation corridors such as the 

City of Marquette and US41. 

Additional staging areas for bridge and culvert installation will be located in close proximity to the 

crossings upon approval of the property owner or by written permission from the MCRC project 

manager. Site access for CR595 is more difficult than the alternative project, and special attention 

must be given to maintaining access at water crossings. When necessary, temporary bridges will 

be utilized at some crossings in order to accommodate material deliveries and equipment 

movement, and completion of permanent structures will take place as soon as possible. Access to 

the immediate work areas will be via the existing county roads and trails, such as Wolf Lake Road 

and Dishno Road. All access roads and staging areas will be maintained throughout the project, 

and those that will be abandoned will be restored upon project completion. 

7.0 Organization and Project Personnel Qualifications 

Project Personnel will interact with MCRC throughout the project’s development, as outlined in the 

organizational charts below. Active engagement in the design phase of either project will provide 

input on means and methods, constructability, and feasibility through participation in weekly design 

meetings and pre-construction coordination meetings. 

ALS will collaborate with MCRC and its consultant on constructability reviews, construction staging, 

maintenance of traffic, and cost estimates throughout the final design phase of the CR595 Project. 

We will interact closely with our partner, AECOM, throughout the design of the CR550, CR510 and 

Triple A Project. Communication between internal staff will be ongoing throughout the project. 

Communication with our subcontractors will occur through the designated project manager. All ALS 

project managers are experienced in managing subcontractors and construction crews. 

Public relations are a high priority throughout all phases of the project. ALS is well aware of the 

public controversy that has surrounded the CR595 Project in Marquette County for almost a 

decade. The positive reputation of ALS among Marquette County residents provides us with an 

advantage over our competitors when it comes to public relations and will lessen the public 

opposition the project may experience throughout the two-year construction period. Utility 

companies, businesses, landowners, timber companies, and the general public will be informed 

throughout the duration of this project through outreach initiatives and media coverage completed 

jointly by MCRC and ALS. A public relations team has not been created yet because it should be a 

collaborative decision between ALS and MCRC. 

7.1 Organization Chart 

The following Organizational Charts show the roles and relationships of key individuals who will 

work on the project. 

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7.1.1 Pre-Construction Services 

7.1.2 Construction Services 

The majority of the ALS and AECOM teams have been identified, but most subcontractors have yet 

to be selected. ALS has an extensive history of business relationships with many subcontractors 

across the Upper Peninsula, and preference will be given to local contractors. Qualified competitive 

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pricing will be obtained from reputable subcontractors for each subcontract item in order to ensure 

the best possible price. Subcontractors will be evaluated based on the following criteria: 

1. Quality of work and performance on previous projects 

2. Knowledge and understanding of the proposed project requirements 

3. Availability of personnel throughout the proposed schedule 

4. Responsiveness throughout the bid process 

5. Ability to provide required documentations and reports in a timely manner 

6. Ability to meet ALS insurance, safety, and environmental requirements 

7. DBE/MBE/WBE/SBE Status 

During the bidding process, ALS will ensure that all parties understand the scope of work, project 

schedule, and worksite logistics. Prior to awarding any work, ALS will give extra consideration to 

local subcontractors or contractors that utilize local labor. ALS’s goal is to keep the workforce local. 

7.1.3 Construction Services Direct Support 

7.2 Key Staff 

Table 1: Project Personnel Qualifications lists the qualifications of the key personnel on the project. 

For further information on these individuals, please refer to Appendix A: Staff Resumes. 

8.0 Failure to Complete or Default 

A. Lindberg & Sons has never defaulted on any contract in its 98 year history as a Michigan 

contractor. ALS has a proven track record of meeting commitments and can be trusted to complete 

either project in a professional manner. 

Page 12 of 15



Page 13 of 15



Table 1: Project Personnel Qualifications 

NAME, ROLE, YEARS OF 

EXPERIENCE 

KEY STAFF NAMED IN THE SOQ 

Roger Crimmins 

Project Director 

44 Years of Experience 

Bob Kissel 

Project Manager, Estimator 


Gary Saari, P.E. 

Chief of Engineering, Estimator 


Steffanie Pepin, EIT 

Project Manager—Bridges 


Randy Walter, P.E. 

Project Engineer, 


Wes Niemi 

Project Surveyor 


Aaron Carr 

Earthwork Foreman 


John Carlson 

Earthwork Foreman 


Michael Harju 

Bridge Foreman 


Steve Nurmela 

Safety Supervisor 


Reed Alderton 

Aggregate Production Supervisor 


RELEVANT QUALIFICATIONS 

Roger Crimmins has 44 years of experience and all with ALS. He has experience in all aspects of road construction from Grade Foreman, Drilling and Blasting Superintendent, Chief Engineer and Cost Estimator to 

his current role as President. 

Bob takes pride in the fact that the foundation of his career began with one of the nation’s largest road builders, Peter Kiewit & Sons Company. His experience spans 28 years in a broad variety of construction projects 

with national clients in the construction, mining, pulp and paper, petroleum, and chemical industries. His dual education and experience in civil engineering and accounting provides a unique combination of technical, 

business, and project management expertise. Bob joined ALS in 2005 and has been the lead for ALS efforts on the CR595 project and alternates since 2006. He also managers ALS’s bridge division. As Project Manager, 

Bob demonstrates leadership, problem solving expertise, and understands the value and strength of each team member. He has proven abilities to plan and oversee projects from conception to completion; and 

his attention to detail facilitates the successful conclusion of construction projects and owner satisfaction. 

Gary Saari is the Vice President of Engineering, Chief Estimator and Project Manager at A. Lindberg & Sons. He has over 34 years of total experience, 32 with ALS. From 2006 through 2012, Gary was directly involved 

with setting up and reviewing multiple construction estimates for the Woodland Road/County Road 595 Project. Gary was the Project Manager and Estimator for numerous MDOT highway, freeway, Marquette 

County road and bridge projects throughout his career. 

Steffanie Pepin is an Engineer in Training with plans to pursue professional licensure. She graduated Summa Cum Laude with a BSCE from Michigan Tech. Most recently she has been the Project Manager on two 

ALS MDOT projects. Through previous work experience, she has become very familiar with MDOT bridge design standards and has experience supervising bridge and culvert construction crews in the field. 

Randy Walter was the Lead Civil Design Engineer for the KEMC “Woodland Road” DEQ application. He is also the Civil Design and Projects Manager on various Design/Build commercial developments in Marquette 

County, including the TJ Maxx and PetSmart projects. Randy has also been the Estimator and Project Manager on construction projects that range from bridge and road construction, to underground utility construction, 

to marine dredging and construction. 

Wes Niemi has a multitude of experience on the Woodland Road Project which includes map making, route selection, exploration, wetland mitigation design, right of way design, staking, and monitoring. Wes has also 

played a major role on several other ALS projects where he was the Lead Surveyor responsible for bridge and culvert staking, utility design and staking, managing and coordinating survey crews, data collection, and 

documentation. 

Aaron Carr’s experience as a foreman has been both in building site work as well as highway construction. He also has over 5 years of experience as a Surveyor having extensive knowledge in both field and office 

aspects of surveying, data collecting and analysis. He also has 5 years of Design/CAD Tech experience with a high level of road and building site design knowledge. 

John Carlson has 13 years of road building experience all with A. Lindberg & Sons. He also has 10 years of drilling and blasting experience, 5 years of survey experience and 20+ years of underground piping 

(watermain, sanitary sewer, storm sewer, gas main) experience. 

Mike Harju has more than 35 years in the construction industry including 30 years as an iron worker. For the last 15 years he has been the Foreman in charge of crews constructing bridges, box culverts, retaining 

walls, and other steel and concrete structures. Mike was the Foreman on the following projects: Multiple Span Bridge Crossing Dead River on CR 550, Multiple Span Bridge Crossing Peshekee River on US-41, 

County Road 581 Bridge over Middle Branch Escanaba River and multiple Single Span MDOT and County Road Bridges . 

Steve Nurmela’s role has been as A. Lindberg & Sons Safety Manager for two years. Prior to this he was a Mine Safety and Health Administration Inspector for 7 years. Steve was an Electrical Supervisor at the Tilden 

Mine overseeing safe work procedures of a 45 man work force and Safety Supervisor at KI Sawyer AFB where he wrote safety clearance procedures. 

Reed Alderton has been the Aggregate Production Supervisor with A. Lindberg & Sons since 2004. Prior to this position he was the Crushing Manager, Project Manager and Estimator with Payne & Dolan, Inc. He has 

experience with all aspects of aggregate production and movement, and manages production of over 3 million tons of material annually. He also has experience operating bituminous asphalt plants. 

Page 14 of 15



Table 1: Project Personnel Qualifications (continued) 

NAME, ROLE, YEARS OF 

EXPERIENCE 

RELEVANT QUALIFICATIONS 

KEY STAFF NAMED IN THE SOQ 

Mike Pond, P.E. 

Design Review for CR 595 

Design for CR 550, CR 510 and Triple A 


Brian Hintsala, P.E. 

Bridge Design Review for CR 595 

Design for CR 550, CR 510 and Triple A 


Mike Pond has been a Project Engineer for the Wisconsin Department of Transportation (5 years), City Engineer for Marquette (3 years) and a consultant for 35 years. His experience includes local and urban 

roadways, County Primary and Secondary Roads, interstate highways and State Trunkline Design and construction. Mike was the Project Engineer for the H-58 reconstruction in Alger County. He directly handled 

the funding, design, construction administration, construction staking and project reporting. He coordinated with the National Park Service and Alger County Road Commission on property acquisition, soil 

investigation, bridge design and road plans. 

Brian Hintsala has over 32 years of experience providing structural engineering and project management services for civil engineering project such as roads, bridges and buildings. He has experience with a 

wide variety of structural framing and foundation systems including concrete, masonry, steel and wood. He has designed over 60 bridge replacement and rehabilitation projects to the MDOT standards for a 

number of County Primary and Secondary Roads as well as on State Trunklines for MDOT. He is a certified bridge inspector and routinely performs bridge hydraulic analysis, scour analysis, and MDNR permitting 

for bridges. 

Nick Uitenbroek, P.E. 

Design for CR 550, CR 510 & Triple A 


Hattie Sharland, P.E. 



Robert Santucci, PSP 

Scheduler 


Kevin Hagen, P.E. 



Nick has worked as a consultant with AECOM for the past five years. His relevant experience includes work as a Deign Engineer for the preliminary design and cost estimation of the Kennecott Alternative 

Truck Routes Project for CR 550, CR 510 and Triple A Road in 2010. This work included alternative analysis and the geometric design of CR 550, CR 510 and Triple A Road. Nick was also responsible for 

overseeing plan production, engineer’s estimates and quality control. 

Hattie Sharland has worked as a consultant with AECOM for the past seven years. Her relevant experience includes work as a Design Engineer for the preliminary design and cost estimation of the Kennecott 

Alternate Truck Routes Project for CR 550, CR 510 and Triple A Road in 2010. This work included design and upgrade of CR 550, CR 510 and Triple A Road from gravel to all season paved roadways and was 

completed for two different width options. Design elements included paved roadways, shoulders, storm drainage, culvert replacement, guardrail, restoration, and pavement marking and signage. She was also 

responsible for Engineer’s Estimates for all roadway segments within the project area. 

Robert has worked as a consultant with AECOM for the past four years and has been building and managing CPM schedules for the last 21 years. His experience within the engineering and contracting industries 

include overseeing and working in all aspects of construction. He is currently the Program Schedule Control Lead for the IH 39 corridor project in Wisconsin between the Illinois State Line and Madison. 

This $1 billion dollar project includes the reconstruction of the entire 45-mile segment of interstate and adding an additional lane in each direction. Robert’s work on this project includes the program schedule 

for 62 design PS&E packages. He is proficient in the use of industry standard software and follows AACEI Scheduling Standards and Recommended Practices. Currently Robert is the Technical Lead Scheduler 

for the AECOM Alternative Delivery Support Services group. 

Kevin has worked as a consultant with AECOM for the past six years. Kevin is responsible for managing AECOM’s Wisconsin Bridge Department. His technical bridge experience includes concrete slab-span 

design, pre-stressed concrete girder design, steel girder design, substructure and foundation design and bridge ratings. Mr. Hagen has also been involved with the development of an innovative precast concrete 

structure type to reduce construction time. His relevant experience includes work as the Project Manager fro STH 66 in Portage and Wood Counties, Wisconsin. The project included the replacement of 

four bridges, a box culvert extension, and spot safety improvements consisting of beam guard design. Kevin has also been involved with preliminary bridge design for the Kennecott Alternative Truck Routes 

Project in 2010. 

Page 15 of 15

Liberty Mutual Surety 

Phil Lazarski 

Surety Underwriting Specialist 

2000 Westwood Drive 

Wausau, WI 54402-8070 

Phillip.Lazarski@LibertyMutual.com 

Telephone: 715-847-7869 

Fax: 715-843-3770 

November 13, 2012 

Marquette County Road Commission 

1610 N Second Street 

Ishpeming, MI 49849 

Contractor: A. Lindberg & Sons, Inc. Bonding Letter 

Project: 

CR 595 OR CR 550, CR510 and Triple A 

To Whom It May Concern: 

A. Lindberg & Sons, Inc. is a highly regarded and valued client of Liberty Mutual Surety, a 

division of Liberty Mutual Insurance Company. It is our understanding that A. Lindberg & Sons, 

Inc. will submit a proposal for the either project mentioned above. We have reviewed the scope 

of work and cost estimates for the subject projects, and should Lindberg’s proposal be accepted 

and a contract awarded to them, it is our intention to become Surety on the final bond or bonds 

which may be required. However, our agreement to execute bonds, including bid, performance, 

and payment bonds is subject to final contract conditions, financing and underwriting conditions 

being mutually acceptable to both A. Lindberg & Sons, Inc. and Liberty Mutual Insurance 

Company. 

This letter is not an assumption of liability nor is it a bond. Any arrangement for bonds is a 

matter between A. Lindberg & Sons, Inc. and Liberty Mutual Insurance Company. We assume 

no liability to you or to third parties if for any reason we do not supply said bond or bonds. 

Liberty Mutual Insurance Company is licensed to do business in all states and has an A- 

Excellent rating and a financial size category of XV in the A. M. Best’s Insurance Guide. 

Sincerely, 

Phil Lazarski 

Liberty Mutual Surety

Appendix A: Staff Resumes

Roger C. Crimmins 

599 WASHINGTON STREET 

ISHPEMING, MI 49849 

Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 250-8788 

rcrimmins@lindberginc.com 

Experience: President 1968 - Present 

A. Lindberg & Sons, Inc. Ishpeming, Michigan 

Development Manager 

A. Lindberg & Sons, Inc. 

Vice President 


Chief Engineer/Cost Estimator 


Construction/Highway/Heavy Constructor 


Education: Michigan Technological University (MTU) Houghton, Michigan 

Bachelor of Science degree in Civil Engineering 

Committees & 

Organizations: • Michigan Road Builders Association 

Director/ Committees 1984 – 2000 

Vice President Upper Peninsula MRB 1985, 87, 92, 99, 2000 

• City of Marquette Public Works Advisory 1986, 1987 

• Marquette County Road Commission Advisory Task Force 2000, 2004 

• Marquette County Road Transportation 595 Ad-Hoc Committee 2011-2012

Robert J. Kissel 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 361-7385 

bkissel@lindberginc.com 

Experience: Project Manager/Estimator May 2005 - Present 


Project Manager/Estimator April 2002 – January 2005 

Lakehead Constructors, Inc. 

Superior, Wisconsin 

Project Manager/Estimator March 1997 – November 2001 

Northern Industrial Erectors, Inc. 

Grand Rapids, Minnesota 

Consulting Engineer May 1996 – February 1997 

Excel Engineering, Inc. 

St. Paul, Minnesota 

Subcontractor Administrator/Field Engineer July 1991 – February 1996 

Cherne Contracting Corporation 

Minneapolis, Minnesota 

Project Manager/Engineer Internship June 2007 – August 2007 

Durocher Dock and Dredge, Inc. 

Cheboygan, Michigan 

Business Manger, Auditor, Estimator, Field Engineer 1983 – 1990 

Peter Kiewit & Sons, Inc. 

Denver, Colorado 

Education: 

Michigan Technological University (MTU) 


Northern Michigan University (NMU) 

Bachelor of Science degree in Accounting 

Certifications: • Mine Safety and Health Administration (MSHA) 

8-hour refresher training completed annually 

Surface, Metal, and Nonmetal Training 

Training: • Construction Claims – Dispute Resolution 

• JFDI Rapport Leadership International – Power Communication 

• Suretrak Scheduling in Primavera 

• Brian Tracey – Peek Performers Network 

• Microsoft Project Scheduling 

• Dupont’s – Zero Accident STOP Program

Gary L. Saari, P.E. 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 361-1229 

gsaari@lindberginc.com 

Experience: Project Engineering Manager 1985 - Present 


Project Manager 1982-1985 


Field Engineer 1980-1992 


Senior Engineer 1978-1980 

City of Green Bay 

Green Bay, Wisconsin 



Certifications: • Registered Professional Engineer (P.E.) for the State of Michigan 

Registration #29404 

• Certificate of Training for Road Building Contract Administration 

University of Wisconsin – Madison, 1986 

• Certificate of Training for Bridge Scour, 

Michigan Technological University, 1989 

• Certificate for Aggregates for the Construction Industry, 

University of Wisconsin - Milwaukee, 1991 

• Certificate of Training for Hazardous Waste Impact on Roadway 

Project Development, Michigan Technological University, 1991 

• Certificate of Training, Handling Hazardous Materials to Comply 

With OSHA 1910.120, including yearly refresher courses 

• Storm Water Management Operator Certifications 

Certification # 00303 

• Safe to Work 

• Certificate of Attendance for Workshop on Recycling Opportunities for 

Fly Ash and Other Coal Combustion Products in Concrete and Construction 

Materials, UWM – CBU, 2006

Steffanie A. Pepin, EIT 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 236-2821 

spepin@lindberginc.com 

Experience: Civil Engineer June 2012 - Present 


Bridge Management Trainee May 2011 - May 2012 

CSX Transportation 

Various Locations 

Assistant Bridge Engineer June 2010 - January 2011 

Parsons Brinckerhoff, Inc. 

Lansing, Michigan 

Project Engineering Co-op May 2009 – August 2009 

Mosaic Fertilizer, LLC 

Riverview, Florida 

Summer Intern May 2008 – August 2008 

Mead & Hunt, Inc. 

Green Bay, Wisconsin 

Civil Engineer/Technician Co-op June 2007 – August 2007 

Michigan Department of Transportation (MDOT) 

Ishpeming, Michigan 

Education: Michigan Technological University (MTU) Graduated May 1, 2010 

Bachelor of Science in Civil Engineering 

Houghton, Michigan 

Summa Cum Laude (3.98 GPA) 

Certifications: • MSHA Certified (Mine Safety and Health Administration), Completed 7/19/2012 

• Bridge Climbing Procedures Qualified (CSX Transportation), Completed 9/29/2011 

• Adult CPR and AED Certified (Expires 5/2013) 

• Transportation Worker Identification Credential (Expires 5/18/2014) 

Training: • Heavy Bid 101 (HCSS) 

• Basic Principles of Track Maintenance (Railway Educational Bureau) 

• Federal Railroad Administration Track Safety Standards 

• On-Track Worker Rules (CSX Transportation) 

Computer Skills: • MicroStation 

• AutoCAD 

• HCSS 

• Windows (98, XP) 

• MS Word, Excel, Access, Publisher, PowerPoint, Outlook

Randall R. Walter II, P.E. 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 869-2700 

rwalter@lindberginc.com 

Experience: Project Manager/Engineer May 2003 - Present 

A. Lindberg & Sons, Inc. (ALS) Ishpeming, Michigan 

Project Manager/Engineer May 1998 – February 2003 

Northland Constructors of Duluth, LLC 

Duluth, MN 

Education: Michigan Technological University (MTU) Houghton, MI 


Certifications: • Registered Professional Engineer (P.E.) for the State of Michigan 

Registration #50672 

• Department of Environmental Quality 

Storm Water Management Operator 

Certificate #C-10020 

Training: • Federal Occupation Safety & Health Administration (OSHA) 

40-hour HAZWOPER training completed March 25, 2004 


Certification #7306 

• Mine Safety and Health Administration (MSHA) 


Surface, Metal, and Nonmetal Training

Wesley E. Niemi 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 250-2322 

wniemi@lindberginc.com 

Experience: Surveyor/GIS Tech/CAD Tech 2007 - Present 


Survey Co-op 2005 & 2006 

Michigan Department of Transportation 

Escanaba, Michigan 

Education: Michigan Technological University Graduated May, 2007 

Bachelor of Science in Land Surveying 

Houghton, Michigan 

Associate in Applied Science in Civil Engineering Technology 

Certifications: • MSHA 

Training: • 40 Hazwoper, Tri Media 

• Trenching & Shoring, A. Lindberg & Sons

Aaron J. Carr 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 361-0923 

acarr@lindberginc.com 

Experience: Foreman/Surveyor/CAD Tech June 1997 - Present 

A. Lindberg & Sons, Inc. (ALS) Ishpeming, Michigan 

Education: Michigan Technological University 2005-2007 

Major: Civil Engineering 

Diploma in progress 


• Laborers Local 1329, Iron Mountain, MI 

MDEQ Industrial and Construction Storm Water operator certification 

Training: • 40 Hazwoper, Tri Media 

• Contractor Quality Control, US Army Corp of Engineers 

• MI Density Training, MDOT 

• RTK GPS Surveying Training, Trimble

John A. Carlson 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 250-5897 

jcarlson@lindberginc.com 

Experience: Foreman April 2010 - Present 


Senior O&M Technician June 1998 – March 2010 

Northern Natural Gas Company 

Negaunee, Michigan 

Foreman June 1988 – June 1998 


Education: 

Michigan Technological University 

Civil Engineering/Computer Science Major 

Certifications: • MDEQ Industrial and Construction Storm Water operator certification 

• Trenching & Shoring

Michael Harju 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 362-2250 

mharju@lindberginc.com 

Experience: Bridge Foreman/Superintendent 1994 - Present 


Education: Negaunee High School 1970 

Negaunee, MI 

Certifications: • First Aid and CPR Certified 

• Certified Welder 

Training: • Certification of Training – Handling Hazardous Materials to comply with OSHA 

1910.20 

• Confined Space Training 

• Rigging and Lifting Training 

• MSHA Training 

• Safe 2 Work Training

Steve Nurmela 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 360-4715 

snurmela@lindberginc.com 

Experience: Safety Representative 2010 - Present 


MSHA Mine Inspector 2003 – 2010 

Federal Government Department of Labor 

Marquette, Michigan 

Electrical Department Coordinator 1995 - 2003 

Cleveland Cliffs Iron Company – Tilden Mine 


High Voltage Electrician 1984 - 1995 

Federal Government Dept. of Defense – K.I. Sawyer AF Base Gwinn, Michigan 

Construction Electrician 1984 

J P Electric 

Escanaba, Michigan 

Site Technician 1983 

GTE 


Industrial Maintenance Electrician 1978 - 1981 

Cleveland Cliffs Iron Co. 


Marquette Iron Range Mines 

Education: 

Northern Michigan University 

Various courses 

United States Navy 

Electrician 

Certifications: • MSHA Inspector Certified Completed 09/01/2005 

• Master Electrician Certified (exp) 

Training: • Navy Electrician Training 

• Department of Defense High Voltage Training

Reed Alderton 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 250-0851 

ralderton@lindberginc.com 

Experience: Aggregate Crushing & Screening Manager 2004 - Present 


Crushing Manager 1985 - 2004 

Payne & Dolan, Inc. 

Welder/Fabricator/Mechanic 1981 – 1985 

Custom Asphalt 


Associate Degree in Civil Engineering Technology 

Northern Michigan University 

Skill Center Certification Program in Welding 

Marquette, MI 

Certifications: • Certification Pipe Welding 6G Position, 1982 

• Aggregate Certification, MDOT, 1986

Brad Crimmins 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 250-4011 

bcrimmins@lindberginc.com 

Experience: Controller 2009 - Present 


Risk Control/Claims Management 2003-2009 

Progressive Insurance 

Chicago, Illinois 

Financial Analyst 2001-2002 

Marconi/Phillips Medical Systems 

Cleveland, Ohio 

Education: Case Western Reserve University 2003 

Bachelor of Science in Business Management 

Cleveland, Ohio

David Crimmins 



Telephone: (906) 486-4459 

Fax: (906) 486-6550 

Cell: (906) 250-4583 

dcrimmins@lindberginc.com 

Experience: Vice President 1998 - Present 


Education: Northern Michigan University Marquette, Michigan 

Bachelors Degree in Business Management 


• Safe to Work

AECOM Pond Resume Marquette, MI 1 

Community Infrastructure 

Nov 2012 

Michael J. Pond, P. E. 

Principal Engineer 

Professional History 

Education 

BS, Civil Engineering, Michigan 

Technological University 

Registrations 

PE, MI 

PE, WI 

Years of Experience 

With AECOM 30 

With other firms 12 

Professional Affiliations 

Michigan Society of Professional 

Engineers 

National Society of Professional 

Engineers 

Mr. Pond has extensive experience in planning, design and construction of roads for local 

governments in addition to municipal facilities and private development projects. He is very 

experienced in design quality assurance and client liaison. Prior to working in consulting, he 

was a Project Engineer for WisDot and City Engineer for the City of Marquette, Michigan. In 

this capacity he was responsible for preparing plans for several road and municipal projects 

including roadway improvements, industrial park layouts, infrastructure plans, and utilities 

programming. Mr. Pond’s overall experience covers special studies, engineering design, 

construction specifications, preparation, and construction management of projects ranging from 

road / highway projects, water distribution systems to wastewater collection and building site 

development. Some of his assignments include projects for H-58 in Alger County where he did 

management, planning, and engineering design of the several phases of the road for 

approximately 25 Million dollars, streetscape and road projects in Newberry, Caspian & 

Marquette and several others in Alger County, Emmet County, Gladstone, Negaunee, Marquette 

Township, Munising, Kingsford, Iron Mountain, Iron River, Caspian, Wakefield, and many 

others. Mike is an experienced engineer who understands the need for project planning to allow 

design and construction to meet realistic goals on a organized construction schedule and at the 

same time meet the financial capital improvement budget and time of completion. 

Experience 

• Project Engineer for the Kennecott Road Eagle Mine Development Alternative study 

that included the Triple A, CR 510, CR 550 alternative and the CR 510 (Red Road) 

alternative. Kennecott retained AECOM for the alternative study to fast track the 

alternates being considered by preparing preliminary designs and construction cost 

estimates for 6 segments for the CR 550 Alternative and 5 segments for the CR 510 

(Red Road) Alternative. Preliminary Designs included the earthwork, pavement 

structure, culverts and bridges along the entire routes along with wetland impacts for 

permit consideration. ROW acquisition was considered along with hydraulic 

calculations and preliminary bridge plans for most of the structures on each route. 3 

other segments had preliminary plans and construction estimates completed to assess 

project impacts financially and environmentally (wetland impact). 

• Project Manager for H-58 Phases 1 and 2, for eight miles of National Park Service



Nov 2012 

Access Road that includes $5.2 million road investment. Project included Right-of- 

Way At-Use location survey, environmental permitting for wetlands, sand dunes and 

culverts. A unique criterion was the establishment of minimal impact to the 

surrounding private property NPS public lands, Grand Sable Lake and wetlands. Also 

responsible for coordinating the use of Federal High Priority Funds and State of 

Michigan Category A funds for the project. 

• Project Manager for H-58 Phases 2A, 3, 4 and 5, for 19.3 miles of National Park 

Service Access Road including $16 million of road investment. Project included 

Right-of-Way At-Use location survey, environmental permitting for wetlands, sand 

dunes, culverts and conspan bridges. A unique criterion was the establishment of 

minimal impact to the surrounding private property NPS public lands, Kingston Lake, 

12 Mile Beach, Hurricane River Upper and Lower Campgrounds, and Hurricane River 

Bridge. Also responsible for coordinating the use of Federal High Priority Funds and 

State of Michigan Jobs Today funds for the project. 

• Project Manager/Project Engineer for the City of Sault Ste. Marie total reconstruction 

of the Spruce and Mission Streets Phase I and Phase 2 in the City of Sault Ste. Marie, 

Michigan. Project included the complete reconstruction of the water main and laterals, 

sewer laterals, new storm sewer, subgrade undercutting, curb and gutter, gravel, Hot 

Mix Asphalt replacement of the street and permitting through MDOT, MDEQ and 

approval of MDOT Local Programs for Urban Funding. Funded by MDOT, City of 

Sault Ste. Marie road and utility funds. 

• Project Manager for the reconstruction of H-01/H-05 projects in Alger County for the 

rubblizing and HMA paving of 7 miles of county roads. Projects included reconstruction 

of seven miles of county primary road utilizing state transportation funds for complete 

surface restoration including peat excavation, gravel and rubblizing of existing service an 

complete HMA paving of the entire project areas including culvert replacements as 

needed. 

• Project Engineer for the Pyle Drive Westwood area in Kingsford. Planning and grant 

funding including the preparation 4 separate grant packages that included the complete 

construction of Industrial Area for water, sewer and roadway construction. Project 

funded with USEDA, MDOT / Local Government/ Urban funding, MEDC and City of 

Kingsford funding. Also was Project Construction Engineer for the project while 

under construction including curb and gutter, storm sewer, intersections and access 

layouts and HMA paving. 

• Project Manager/ Engineer for the Lakeside Road Project in Manistique. Design 

considerations included the industrial access to an active gravel pit and within 1500 

feet an eliminatory school within the City limits. Drainage to the school detention 

basin was eliminated by the construction of an elliptical culvert and ditches to 

eliminate storage on school property. Roadway was raised to minimize storm water 

and wet weather problems and minimize maintenance costs. Designed by AECOM’s 

Hattie Sharland, P.E. 

• Project Manager for the Village of Newberry Water System Study that included the 

hydraulic system analysis, as-built of the system and a flushing schedule. It has 

expanded to include a rate study application to Rural Development for a $2,300,000 

loan project that was expanded with MEDC, MDOT and local funding to include an 

approximate $2,900,000 investment in distribution improvements, 2 new wells, well



Nov 2012 

house, controls and property acquisition plus water quality testing and iron bacteria 

investigation including treatment along with road reconstruction as needed. 

• Project Engineer/ Manager for the design of Pictured Rocks National Lakeshore 

(PRNL) Roads at several locations in the park. Sand Point Road from the City Limits 

to Sand Point PRNL Headquarters was an unimproved gravel road. Fabric was placed 

in some sections to separate unsuitable soils from sand followed by sand subbase, 

aggregate base and HMA paving. Settlement issues have been minimal with road 

overall condition very good. Miner Beach Road access was on a steep curvy alignment 

was reconstructed from a gravel base condition because erosion had caused major 

maintenance issues in the road. Riprap ditches, curb and Gutter with spillways and 

Gravel base and HMA Paving solved the erosion problems.

AECOM Hintsala Resume Marquette, MI 1 


November, 2012 

Brian A. Hintsala, P.E. 

Senior Project Engineer 


Education 

MS, Civil Engineering, University of 

Minnesota 



Registrations 

PE, MI 

PE, WI 

PE, OH 




Mr. Hintsala has provided project management and structural engineering expertise for 

the design and construction of a number of civil engineering projects including roads, 

bridges and buildings. He has experience with a wide variety of structural framing and 

foundation systems including concrete, masonry, steel and wood. He has designed over 

60 bridge replacement and rehabilitation projects to MDOT and AASHTO standards 

using precast concrete, timber and steel including the $2.8 million I-75 Business Spur 

(Ashmun Street) historical bridge rehabilitation project in Sault Ste Marie, Michigan. 

Mr. Hintsala is also the structural engineer of record on a number of building projects 

including the $7.5 million Peter White Public Library Project in Marquette, Michigan. 

Many of these projects require the design of various ancillary components such as 

concrete and steel retaining walls, culverts, and underground vaults and tanks. He has 

produced technical reports for bridge replacement studies, foundation settlement 

problems and structural condition assessments and failures. Mr. Hintsala is a certified 

bridge inspector and provides bridge inspection services for a number of municipal and 

county clients. He also routinely performs bridge hydraulic analysis, scour analysis, and 

environmental permitting for bridges. 

Experience 

• Lead Bridge Design Engineer for the Kennecott Road Eagle Mine 

Development Alternative study. This fast track study included the Triple A, 

CR 510, CR 550 alternative and the CR 510 (Red Road) alternative. AECOM 

prepared preliminary designs and construction cost estimates for earthwork, 

pavement structure, and bridges along the routes along with wetland impacts 

for permit consideration. Bridge services included full site surveys, bridge 

sizing, hydraulic modeling, preliminary plans and permitting assistance. 

• Cisco Lakes Road Bridge Replacement, Gogebic County, Michigan – 

Provided bridge design plans and assistance with field problems during 

construction. The Cisco Lakes Road Bridge was built integrally with a 

concrete dam which controls the water elevation for 15 lakes known as the 

Cisco Chain of Lakes. The bridge was in poor condition and required 

replacement, but the existing dam needed to remain in service during and after 

construction. The project required a multi-phase staging plan which included 

an engineered sheet pile wall to protect the dam from shifting and by-pass 

pipes and pumping to maintain minimum flows through the dam. 

• LS&I Ore Dock structural evaluation. Performed a complete field review of




the 1,200-foot concrete ore dock as well as the 600-foot steel approach trestle. 

A variety of concrete cracking and spalling issues as well as steel corrosion 

damage were identified. A complete load rating analysis of the dock and 

trestle was performed to determine which areas were being most highly 

stressed by the ore train traffic. Finally, repairs were prioritized into a fiveyear 

maintenance plan and a detailed cost estimate was performed. 

• East Shore Road Bridge – Project Engineer for a bridge replacement project in 

Gogebic County, Michigan. Flooding washed out an existing structure at this 

critical site with a long detour route. AECOM provided complete bridge design 

services in ¼ to ½ of the time projected by other proposals. By utilizing winter 

construction the bridge was open for traffic less than 5 months after the design 

contract was awarded to us. 

• Project Engineer for the rehabilitation design of a historic 250-foot arched 

truss bridge structure, I-75 Bus. Spur (Ashmun Street), Sault Ste. Marie, 

Michigan. This $2.9 million project included complete painting of the steel 

superstructure, replacement of the concrete deck, and repair of the deteriorated 

concrete substructure while maintaining the historic details. 

• Structural Engineer of record for the $7 million Peter White Public Library 

expansion/renovation in Marquette, Michigan. Unique cantilever structural 

designs were used to merge the steel framed curtain wall expansion to the 

existing limestone masonry building. Continuous field support was required to 

design repairs to deterioration of the existing structure which were uncovered 

during construction while allowing the new work to be tied in and maintaining 

the historical details of the building 

• Design of structural and stream bank repairs for the Lakeshore Drive Bridge in 

the City of Marquette. The project was performed under an accelerated time 

schedule in order to re-open the bridge as soon as possible after being 

damaged by the 2003 Silver Lake Dam failure flood. 

• Project Engineer for the design of a new 200-foot-long snowmobile bridge on 

the Keweenaw Trail in Houghton County, Michigan. This bridge spans a 70- 

foot-deep chasm and used existing concrete abutment and piers from a 

previous railroad bridge. The existing concrete was sampled and 

petrographically analyzed in order to choose the most effective method to 

restore the deteriorated concrete. 

• Hoist and McClure Hydroelectric Dams, Dead River, Marquette County, 

Michigan – Provided structural design for concrete repairs for a project to restore 

and install post-tension anchoring systems for these two dams. Concrete repairs 

included crack injection, shallow and deep concrete patching, and complete 

overlay of the most severely deteriorated sections of the downstream faces. The 

overlay sections included an internal drainage layer and weep system to manage 

water seepage inside the original mass concrete dam. 

• Project Engineer for structural design of a concrete pier walkway and steel 

sheet pile revetment wall for the City of Escanaba Marina Improvements 

project. Also provided structural design for a transitional anchoring system for 

the floating piers and design for the concrete ramp system of the boat launch. 

• Structural design of pumping stations for multi-million dollar City of




Wakefield sewer separation project. Project includes new sanitary sewer and 

storm sewer for more than half of the community, a new Main Pump Station, 

and several smaller pumping stations. 

• Project engineer for the rehabilitation of a 1,200-foot-long wood walkway and 

boat dock located at Black River Harbor in Gogebic County, Michigan. The 

worst sections of the timber substructure were totally replaced and the entire 

dock received a new deck. The project also included a new lighting and boat 

power pedestal system and a concrete ice diversion/fishing pier structure. 

• Project engineer for MGH dense filing system. Retro-fitted steel beams and 

columns and footings into 1960s era building to allow dense filing system 

installation on third floor. 

• Project engineer for McClure Penstock Pipe Bridge. Designed steel piers to 

replace failing concrete units for an elevated crossing of a creek. Special 

saddle supports were designed to provide proper support for the existing 

seven-foot-diameter riveted steel penstock which was built in 1916. The 

project included new footings and permitting through the MDEQ. 

• Fort Street Bridge Historic Preservation Study. Field Inspection, evaluation of 

repair alternatives, preliminary plans, and cost estimates for rehabilitation and 

relocation of a 250-foot historic truss bridge in Sault Ste Marie. Services 

included consultation during the disassembly and storage of the structure. 

• Structural Engineer of Record for City of Marquette, Marquette, Michigan, 

Marquette Municipal Service Building, a $4.5 million facility which combined 

city offices, fleet garages and maintenance shops into one building. A 

combination of concrete masonry and horizontal pre-cast curtain walls were 

used with a steel column and roof framing system. The project also included a 

loading dock, vehicle lifts and two overhead cranes. 

• Structural evaluation of the roof framing of the Westwood Mall in Marquette 

Michigan which partially collapsed under high snow loadings. A temporary 

shoring system was designed immediately to allow the retail space below to 

re-open. The existing open web steel joists were then analyzed, repaired and 

reinforced to prevent future failures. 

• Project Engineer for the design of the County Road PFS Bridge over the 

Schweitzer Creek bridge replacement project for the Marquette County Road 

Commission. This critical bridge funded project included a new precast concrete 

box beam bridge, 965’ of approach improvements, and modifications to an 

upstream weir / gauging station. 

• Design for the widening of the existing US-31 Murchie Bridge to include a 

pedestrian/bicycle path in Traverse City, Michigan. The project was 

accomplished by adding a new steel girder and extending the concrete deck on 

one side of the 80’ single span bridge. Modifications to the abutments and 

railings were also required. The design services included field survey, bridge 

engineering, approach design, and construction engineering services. The 

historical details of the existing bridge were replicated with the new construction 

to provide an aesthetically pleasing modification to the bridge.

AECOM Nicholas Uitenbroek 1 

Nicholas Uitenbroek, P.E. 

Project Engineer 


Education 

BS/BA, Civil Engineering, 

University of Wisconsin – 

Madison 

Registrations 

PE, WI 




Mr. Uitenbroek is a project manager in the transportation group. He has 

experience in the design of urban and rural roadway projects for local and state 

agencies. Mr. Uitenbroek also has experience in construction project 

management and site design. 

Experience 

• Kennecott Eagle Minerals Company, Roadway Study, Marquette 

County, Michigan. Project engineer for a roadway alternatives study 

for a proposed mine in Marquette County. Responsible for preliminary 

geometric design, plan preparation, and cost estimates. 

• Wisconsin Department of Transportation, Northeast Region, STH 

28, Prange Road to Taylor Drive, Sheboygan County, Wisconsin. 

Project manager/engineer for reconstruction of 0.455 miles of urban 

roadway. The project includes eliminating design deficiencies and 

reducing congestion. Responsible for geometric design, traffic control 

design, utility coordination, public involvement, plan preparation, 

specification writing, and cost estimates. 

• Wisconsin Department of Transportation, Northeast Region, I-43, 

Tower Drive Bridge, Irwin Avenue to Atkinson Drive, Brown 

County, Wisconsin. Responsible for geometric design, utility 

coordination, plan preparation, specification writing, and cost 

estimates. Also coordinated the traffic control, bridge maintenance, 

environmental document, and design reports. The project also included 

intersection improvements at the ramp termini. 

• Wisconsin Department of Transportation, Northeast Region, I-43, 

Event Interchange, Mosel, Wisconsin. Project manager/engineer for 

new construction of an event-only interchange. Responsible for traffic 

control design, plan preparation, cost estimates, and utility 

coordination. Also prepared the Phase 1 hazardous materials 

assessment, transportation management plan, and design study 

report. 

• Wisconsin Department of Transportation, North Central Region, 

Old 51, Edison Street to Oconto Road - Local Program, Marathon 

County, Wisconsin. Project engineer for pavement replacement of 

1.2 miles of rural roadway. Responsible for plan preparation, 

specification writing, and cost estimates. Also prepared the pavement 

design report and the design study report.


• Wisconsin Department of Transportation, Southeast Region, 

South 1st Street, East Lincoln Avenue to South Kinnickinnic 

Avenue - Local Program, Milwaukee County, Wisconsin. Project 

engineer for reconstruction of 0.67 miles of urban roadway. 

Responsible for geometric design, traffic control design, utility 

coordination, plan preparation, specification writing, and cost 

estimates. Also prepared the exceptions to standards report and the 

design study report. 

• Wisconsin Department of Transportation, Southwest Region, 

Ruger Avenue, I-39 to North Wright Road - Local Program, 

Janesville, Wisconsin. Project engineer for pavement replacement of 

0.5 miles of urban roadway. Responsible for utility coordination, plan 

preparation, specification writing, and cost estimates. Also prepared 

the design study report. 

• Wisconsin Department of Transportation, Southeast Region, STH 

100/Brown Deer Road, STH 57 to I-43, Milwaukee County, 

Wisconsin. Project engineer for reconstruction of 2.0 miles of urban 

roadway. Responsible for storm sewer design, traffic control design, 

pavement marking layout, and plan preparation. Also assisted with 

plan, specification, and estimate (PS&E) submittal. 

• Illinois State Toll Highway Authority, I-90/Jane Addams Memorial 

Tollway, Rockton Road to South Beloit Toll Plaza, Winnebago 

County, Illinois. Project engineer responsible for traffic control 

design, plan preparation, specification writing, and cost estimates. 

• Illinois State Toll Highway Authority, I-90/Jane Addams Memorial 

Tollway, Eastbound South Beloit Toll Plaza to IL 173, Winnebago 

County, Illinois. Project engineer responsible for traffic control 


• Wisconsin Department of Transportation, Northeast Region, Day 

Street, Farlin Avenue to Elizabeth Street - Local Program, Brown 

County, Wisconsin. Project engineer forremoval of a 2-lane roadway 

to eliminate a 5-leg intersection, reconstruction of various surrounding 

intersections, and installation of traffic calming features. Responsible 

for geometric design, sanitary and storm sewer design, traffic control 


Other responsibilities included utility, agency and railroad coordination, 

and public involvement. Also prepared the pavement design report, 

environmental report, and design study report. 

• City of Green Bay, Adams Street, Doty Street to East Walnut 

Street, Green Bay, Wisconsin. Project engineer for the 

reconstruction of one block of a downtown urban roadway. 

Responsible for geometric design, sanitary and storm sewer design, 

traffic control design, plan preparation, specification writing, and cost 

estimates. Other responsibilities included utility and agency 

coordination, public involvement, and construction administration. 

• Wisconsin Department of Transportation, Northeast Region, 

Broadway, 10th Street to 4th Street - Local Program, Brown 

County, Wisconsin. Project engineer for the reconstruction of 

0.59 miles of urban roadway. Responsible for geometric design,


sanitary and storm sewer design, traffic control design, plan 

preparation, specification writing, and cost estimates. Other 

responsibilities included utility, agency, and railroad coordination, and 

public involvement. Also prepared the environmental report and design 

study report. 

• City of Green Bay, Various Projects, Green Bay, Wisconsin. 

Design engineer/project manager on various projects within the city 

including Wisconsin Department of Transportation-funded projects, 

new subdivisions, asphalt and concrete reconstruction, new asphalt 

and concrete construction, and recreational trails. Also participated in 

bi-annual safety inspections of in-service bridges for the city.

AECOM Sharland Resume Marquette, MI 1 


November 2012 

Hattie M. Sharland, P.E. 

Project Engineer 


Education 



Registrations 

PE, MI 




Professional Affiliations 

Institute of Transportation 

Engineers 

Training and Certifications 

State of Michigan Storm Water 

Manager Certification 

HCM 2000 Course 

Introductory Controller Class, 

Carrier and Gable 

EPIC Beginner Class, Carrier and 

Gable 

EPAC Beginner Class, Carrier 

and Gable 

Parking Lot and Site Access 

Design, University of Wisconsin- 

Madison 

Ms. Sharland has been involved in the preparation of construction plans, 

specifications and cost estimates for state, municipal and county roadways 

and site plans. Design experience includes reconstruction and resurfacing 

road projects, storm sewer design, water systems, sanitary sewer systems, 

utility conflict resolution, maintaining traffic plans, and right of way 

acquisitions. Construction management experience includes onsite 

inspections, construction permit acquisition and utilization of Field 

Manager, the State of Michigan’s construction tracking software system. 

Also experienced in the investigation of transportation systems, identifying 

capacity deficiencies and operation conflicts. This includes experience in 

intersection and roadway improvement strategies based on their traffic 

needs, traffic operation analysis, geometric design as well as the writing and 

preparation of technical reports. 

Experience 

• Project Manager and lead design engineer for the Sault Tribe of 

Chippewa Indians on the Kewadin Casino Ring Road design project 

in the City of Sault Ste. Marie, Michigan, including design of 0.4 mile 

of partial roadway reconstruction including addition of landscaped 

islands, lighting updates, storm sewer and sidewalks. Also includes 

site signing and pavement marking, permit applications and 

archaeological and environmental clearance. 

• Project Manager and lead design engineer for the Sault Tribe of 

Chippewa Indians on the City of Sault Ste. Marie’s Saultuer Avenue 

design project including design of 0.8 mile of complete roadway 

reconstruction including addition of curb and gutter, storm sewer 

including culvert replacement and sidewalks. Also includes site 

signing and pavement marking, permit applications and 

archaeological and environmental clearance. 

• Project Manager including lead design and construction 

administration for the Sault Tribe of Chippewa Indians on the City of 

Sault Ste. Marie’s East 8 th Street design project including design of 

800 feet of complete roadway reconstruction including addition of bus 

drop off lane, curb and gutter, storm sewer and sidewalks. Also

AECOM Sharland Resume Marquette, MI 2 


November 2012 

includes site signing and pavement marking, utility coordination, 

permit applications and archaeological and environmental clearance. 

• Project Manager including design and construction administration for 

the Sault Ste. Marie Tribe of Chippewa Indians on the Shores Casino 

Entry Road and Moore’s Fishing Access Road Design project located 

in St. Ignace, Mackinac County, Michigan including design of new 

entry road for Casino parking and design of reconstruction in areas of 

poor pavement condition, consisting of HMA pavement, curb and 

gutter, storm sewer, lighting and landscaping including a retaining 

wall. Also includes recreational trail construction, site signing and 

pavement marking, special provisions, permit applications and ROW 

development and descriptions. 

• Design Engineer for the Kennecott Alternative Truck Routes Project 

for the upgrade of CR 550, CR 510, and Triple A Road. Design 

included upgrading from gravel roadways on CR 510 and Triple A 

Road and paved roadway on CR 550 to all season roadway on all 

three segments. Design elements covered were paved roadways, 

shoulders, culvert replacement, ditching, guardrail, restoration, and 

signage & pavement markings for the entire project length. Also 

responsible for cost estimates for construction on all segments for two 

width options. 

• Project Manager for the design and construction of Lay 

Avenue/Franklin Street in the City of Iron River, Iron County, 

Michigan using Federal ARRA Funding. Project includes crush and 

shape of existing roadway and culvert replacements, signage and 

pavement markings and utility coordination. Construction 

administration began in June 2010 and included all administration 

for the site and under MDOT standard practices. 

• Design Engineer for the City of Iron Mountain, Michigan on the 

MDOT Safety Project of Hydraulic Falls Road including realignment 

of existing roadway to connect with US-2 at 90 degrees, sight distance 

calculations and approvals, curb and gutter, storm sewer, water main, 

and sanitary sewer. Also responsible for plan preparation, engineer’s 

estimate, special provisions, permit applications, and ROW 

acquisition work. 

• Design Engineer for City of Manistique, Michigan on Lakeside 

Drive. Designed 0.4 miles of roadway for the construction of the 

new elementary school. Design included changing from a gravel 

roadway to paved roadway with partial addition of curb and gutter, 

storm sewer, sanitary sewer, water main and utility coordination. 

• Design Engineer for the City of Sault Ste. Marie, Michigan, 

Location was Spruce Street from Ord Street to Shunk Road; 

including design of 1,900 feet of a city street consisting of street 

widening, rehabilitation, addition of sidewalk, yard drains, storm 

sewer, sanitary sewer, water main design, preparing plans, 

construction quantity estimate.

AECOM Robert Santucci 1 

Robert Santucci, PSP 

Technical Lead Scheduler, 

Alternative Delivery Support Services 


Education 

BS, Construction 

Management, Bradley 

University 


PSP 

Primavera Software Solutions 




Mr. Santucci has 25 years of varied experience within the engineering and 

general contracting industries, including overseeing and working in all aspects of 

the construction industry. During his career, he has had substantial exposure to 

management and progress reporting of multiple design projects at various 

stages of production. Mr. Santucci has performed engineering duties for projects 

totaling more than $200 million. He has strong background in claims prevention 

through scheduling skills, as well as a thorough understanding of project 

specifications and a strong sense of fairness when adjudicating differences of 

opinion with respect to the schedule and project specifications. 

Currently, Mr. Santucci is the technical lead scheduler for the Alternative 

Delivery Support Services group under the corporate office of Risk 

Management. His duties include ad hoc schedule development, review, and 

reporting for various AECOM proposals and contracted projects where needed; 

development and maintenance of a scheduler resource directory shared across 

the AECOM organization; development and presentation of internal scheduling 

guidelines, standards, and best practices; project and program claims support, 

and expert material support services for development of an internal collaborative 

Web site supporting the AECOM scheduling community. Additional duties 

include Primavera software usage technical help to both internal and external 

end users and various AECOM departments. 

Experience 

• Former KI Sawyer AFB, Performance - Based Remediation, 

Marquette, Michigan. Developed a summary level master schedule 

used to support a joint venture proposal for a 5-year remediation plan. 

AECOM successfully won the work. A detailed schedule will be 

produced from the initial template and used to manage 24 zones of 

remediation work. 

• Illinois Tollway Authority, Congestion Relief Program, Chicago, 

Illinois. Reviewed, analyzed, and reported to executive management 

state government stakeholders on contractor provided schedules. The 

construction schedules reviewed were part of a 10-year, $5.3 billion 

program that consisted of renovating, reconstructing, and adding lanes 

to the 230-mile Illinois toll system. Recoded the master program 

schedule to allow for real-time reporting on over 200 projects within a 

single schedule report, also allowing for a multitude of program metrics 

to be reported to the board of directors and ultimately the governor’s 

office. Assisted the program budget department with daily tracking and 

integration of raw schedule and cost data into the project status report 

system. Monitored the construction manager summary schedules for 

the design and construction work within each roadway corridor.


Implemented and migrated efforts to the next generation of enterprisewide 

schedule management. Reviewed and revised scheduling 

specifications for execution by each project. Produced cash flow 

reports for annual budget production and projections. Provided 

technical support and minimal training as requested to individuals 

using the Primavera scheduling software. Reviewed contractordeveloped 

schedules, including the review of delay claims and time 

extension requests. Served as the lead scheduler for the Open Road 

Tolling Program. Monitored and oversaw construction schedules for an 

additional 20 subprojects. 

• Chicago Transit Authority, Capital Improvement Program - 

Ravenswood (Brown Line) Expansion, Chicago, Illinois. Senior 

scheduling engineer responsible for producing, maintaining and 

reporting upon multiple schedules for use within the development and 

execution of the $500 million Brown Line expansion. Prepared and 

monitored cash flow report for funding agencies. Developed and 

maintained high-level schedules and tracking design progress. 

Developed detailed schedules and matrix spreadsheets for tracking 

progress on real estate acquisitions. Produced highly detailed 

construction CPM schedules that supported the constructability of two 

major station projects that were included in the overall project. 

Developed a fully detailed code structure for tracking and reporting on 

each of the eight contract packages that were provided to the 

contractor at the time of the contract award. Assisted in the 

development of multiple high-level presentations to government 

agencies and internal executive committees. 

• Chicago Transit Authority, Capital Improvement Program - 

Ravenswood (Brown Line) Expansion Right of Way Acquisition, 

Chicago, Illinois. Assisted the CTA Real Estate and Legal 

departments in the acquisition of more than 80 right-of-way property 

takings necessary for the construction of the Ravenswood project. 

Developed detailed schedules and matrix spreadsheets to track the 

progress on real estate acquisitions. Provided updated detailed status 

information within monthly reports presented to the FTA. Assisted the 

Real Estate Department with the identification of specific properties 

and collaborating with the design consultants to develop a specific 

drawing format to clearly identify taking requirements. Prepared 

discovery documents for condemnation hearings. Assisted legal 

counsel in the development of presentation documents used for zoning 

hearings and tracking progress of zoning hearings and approvals. 

Developed mitigation plans as requested by public agencies for 

anticipated condemnation hearings that may impact planned 

construction progress. Produced schedule-based cash flow analysis 

reports for budget planning with anticipated real estate purchase dates. 

Prepared monthly status reports for 20 of the 80 program-wide 

projects, including the Ravenswood (Brown Line) Expansion project. 

• San Diego Airport Authority, Terminal Development Program, San 

Diego California. Restructured master program schedule to support 

integrated analysis and reporting of critically interrelated projects. 

Provided technical software support to primary joint venture partners to 

accomplish integrated support. 

• Gary International Airport Authority, Runway Extension Program, 

Gary Indiana. Currently performing baseline schedule and progress 

update schedule reviews on multiple task order contracts for the 

extension of the primary runway and the enabling projects required to 

relocate utilities, railroads, and real estate. Developed master program 

schedule to track and report airside and enabling contract work.


• AFCEE, Title II Project Oversight Services, Camp Bastion, 

Afghanistan. Performed baseline schedule and progress update 

schedule reviews on multiple AFCEE held task order contracts for the 

capacity enhancement and renovation of an existing air base. 

Schedule reviews were completed remotely with analysis and review 

comments communicated electronically. 

• City of Chicago, O'Hare Airport OAE Program, Central Runway 

and Cargo Tunnel Design Packages, Chicago, Illinois. Developed 

and currently maintain monthly progress schedules tracking design 

contracts. Progress has been tracked and reported against throughout 

the design process leading up to the issuance of the documents, the 

bidding and the awarding of the work. 

• TEC Polk Power Station, Reclaim Water Project, Polk County, 

Florida. Developed and currently maintain monthly cost loaded 

baseline schedule modeling the preliminary engineering phase. Project 

design intends to minimize the withdrawal of groundwater required at 

the power station by maximizing the use of available reclaimed water 

as provided by the city of Lakeland. 

• Transit Agency, Rehabilitation Scheduling, Chicago, Illinois. 

Senior scheduling engineer responsible for producing and maintaining 

a turn-around schedule for the rehabilitation of commuter rail cars for a 

non-CTA associated transit agency. 

• Library Renovation, Chicago, Illinois. Senior scheduling engineer 

acting as the construction management representative, including 

evaluating contractor delay claims through monthly reviews of a library 

renovation schedule. 

• Medical Center, Itasca, Illinois. Assisted the client with the production 

of a forensic as-built schedule for a complicated medical center project 

that presented delay impacts to the project owner in defense against 

the owner claims of contractor caused delays. 

• Sewer Enhancement Proposal, Illinois. Assisted the client in 

preparing a highly detailed CPM schedule to be included in a bid 

proposal on a large sewer shed enhancement project. 

• Monsanto, Seed Processing Facility Design-Build. Rebuilt and 

maintained a large construction schedule. Forecasted completion 

dates to avoid costly delays and economic impacts to a large regional 

farming community. 

• Department of Defense, Chemical Weapons Production Facility. 

Assisted with project controls for a project that involved rebuilding and 

providing management of a six-year integrated master schedule 

program to track the declassification of the facility. 

• Caterpillar, Equipment Manual Tracking. Assisted with the upgrade 

implementation of an enterprise solution built to track and manage the 

translation of 10,000 heavy equipment maintenance manuals into 100 

different languages. The implementation upgrade reduced client data 

processing time by 100 percent. 

• New Dam Construction, Ohio River. Performed detailed owner 

analyses on contractor schedules for the construction of a new 

navigational dam, which resulted in the identification of sequence 

impacts and resource over-allocations.


• Multiple Clients, Midwest US. Produced and monitored more than 

15 large CPM schedules annually, including biweekly progress reports 

issued to ownership and senior management on a basis. Developed a 

summary overview reporting system of all work to allow for quick 

effective presentation of progress to senior management and executive 

board. Provided assistance to regional offices for large schedule 

production and claims avoidance/preparation exercises. Provided 

proposal schedules for project estimates and bid proposals. Developed 

and maintained an archive process for all scheduled work to provide 

the estimating department with historical data. Provided assistance to 

the estimating department during overload periods and during difficult 

projects. 

• Old Orchard Shopping Mall Renovation, Chicago, Illinois. 

Prepared and maintained an on-site CPM schedule for a large, fasttrack 

shopping mall renovation. Tracked the fabrication and delivery of 

a large quantity of custom architectural and mechanical products to 

maintain a critical schedule. 

• Ornate Fountain Construction, Chicago, Illinois. Supervised the 

construction of two large ornate fountains with a combined value of 

more than $1 million. 

• Multiple Clients, Illinois. Junior estimator and project expediter 

responsible for preparing bid documents, performing bid solicitations 

and document distribution, assisting the lead estimator with quantity 

take-offs and bid preparation, and monitoring Disadvantaged Business 

Enterprises/Women- Owned Business Enterprises (DBE/WBE) set 

aside goals.

AECOM Kevin Hagen 1 

Kevin Hagen, P.E. 

Project Manager and Structural Engineer 


Education 

BS, Civil Engineering, 

University of Wisconsin – 

Madison 

Registrations 

PE, WI, MN 




Mr. Hagen has served as a project manager and project engineer on a variety of 

bridge projects. His technical bridge experience includes concrete slab-span 

design, prestressed concrete girder design, steel girder design, substructure and 

foundation design, and bridge ratings. Mr. Hagen has also been involved with 

the development of an innovative precast concrete structure type to reduce 

construction time. His management responsibilities include contract preparation 

and negotiation, scheduling, agency and utility coordination, and the preparation 

of cost estimates and specifications. 

Experience 

• Wisconsin Department of Transportation, Bureau of Structures, 

USH 41 over Ashwaubenon Creek, Inverted T Structure Review, 

Ashwaubenon, Wisconsin. Project engineer who worked directly 

with WisDOT's Bureau of Structures responsible for review of a unique 

structure type on the USH 41 corridor. Responsible for researching 

current Inverted T design practices and details and facilitating 

discussions between WisDOT and the designer; peer review of 

superstructure design, rating, and plans; peer review of substructure 

design and plans; and peer review specifications. 


STH 156 Bridge over Black Creek, Shawano County, Wisconsin. 

Project manager for design of a replacement bridge and approaches 

for the STH 156 Bridge over Black Creek. This project consisted of 

replacing the existing single span girder structure with a three-cell box 

culvert to eliminate beam guard along the roadway and to reduce longterm 

maintenance costs. This project included programmatic 

environmental report, 404 permit, design study report, transportation 

management plan, detour plan, preliminary and final bridge and 

roadway plans, Trans 220 utility coordination, and preparation of final 

plans, specifications, and estimates and submittal to WisDOT. 


STH 66 Bridge Replacements, Portage and Wood Counties, 

Wisconsin. Project manager for the replacement of 4 bridges and 

approach reconstruction, one box culvert extension, and spot safety 

improvement consisting of beam guard design along STH 66 as part of 

a WisDOT designed resurfacing project. Bridge over Black Creek. This 

project included 404 permit, preliminary and final bridge and roadway 

plans, and preparation of final plans, specifications, and estimates 

documents related to the structures and roadway approaches and 

submittal to WisDOT. 

• Outagamie County Highway Department, CTH S Bridge over Wolf 

River, Outagamie County, Wisconsin. Deputy project manager and


lead designer for the replacement of a 3-span truss bridge over the 

Wolf River. This project included Section 106, mussel survey, 

environmental report, 404 permit, design study report, transportation 

management plan, preliminary and final bridge and roadway plans, and 

preparation of final plans, specifications, and estimates and submittal 

to Wisconsin Department of Transportation. 

• Metropolitan Council Environmental Services, Washington 

Avenue Bridge, Central Corridor Light Rail Transit Engineering 

Services, Minneapolis, Minnesota. Project engineer for design of 

steel girder rehabilitation for conversion of the Washington Avenue 

Bridge to incorporate light rail transit. Responsible for rehabilitation 

design of span 6 (steel plate girders) deck geometry and beam 

analysis including considerations for load effects for upper pedestrian 

deck and existing high strength (90 kips per square inch) steel girders. 


Porter Road Bridge and Approaches, Plover, Wisconsin. Project 

manager for design engineering services for the bridge and 

approaches, including geotechnical investigations. Responsible for 

preliminary roadway and structure design including development of the 

bridge widening concept. Also responsible for environmental report, 

design study report, final bridge design and preparation of final plans 

and plans, specifications, and estimates submittal to the Wisconsin 

Department of Transportation. 

• Wisconsin Department of Transportation, Northwest Region, 

Branch of Fisher River Bridge and Approaches Design, Ruby, 

Wisconsin. Project manager for design of the replacement bridge and 

approaches for the CTH M bridge over a branch of the Fisher River. 

Responsible for preliminary timber bridge design and justification for 

client specified bridge type, roadway geometrics, 404 permit, 

programmatic environmental report, design study report, along with 

preparation of final plans and plans, specifications, and estimates 

submittal to the Wisconsin Department of Transportation. 


West River Drive Bridge over Rocky Run, Linwood, Wisconsin. 


for the West River Drive Bridge over Rocky Run. Rocky Run is an 

overflow outlet of the Wisconsin River, which produces relatively large 

design flows. Responsible for preliminary bridge design, roadway 

geometrics, 404 permit, programmatic environmental report, design 

study report, final bridge design, along with preparation of final plans 

and plans, specifications, and estimates submittal to the Wisconsin 

Department of Transportation. 


Squaw Creek Bridge Replacement Design, Tomahawk, Wisconsin. 


for the Phalzgraff Road Bridge over Squaw Creek. This project was on 

a dead-end road and a temporary bypass and structure was required 

to keep the roadway open to traffic. Special historical and 

archaeological coordination was done due to a nearby cemetery. 

Responsible for preliminary bridge design, roadway geometrics, 

temporary bypass layout, 404 permit, programmatic environmental 

report, design study report, final bridge design, along with preparation 

of final plans and plans, specifications, and estimates submittal to the 

Wisconsin Department of Transportation.


• Wisconsin Department of Transportation, Southeast Region, Cost 

Reduction Incentive Review, South 29th Street over Union Pacific 

Railroad, Milwaukee, Wisconsin. Lead structural reviewer for cost 

reduction incentive (CRI) option for the 29th Street Bridge over the 

Union Pacific Railroad. The originally designed replacement structure 

was a traditional concrete slab span. Provided complete American 

Association of State Highway and Transportation Officials LRFD review 

of the proposed superstructure system and coordinated with the city of 

Milwaukee, WisDOT, and the contractor to arrive at a satisfactory 

structure configuration. 

• Wood County Highway Department, CTH F Moccasin Creek 

Crossing Design, Sigel, Wisconsin. Project manager for design of 

the replacement bridge and approaches for the CTH F bridge over 

Moccasin Creek. Responsible for preliminary bridge design, roadway 

geometrics, temporary bypass layout, 404 permit, programmatic 

environmental report, design study report, final bridge design, along 

with preparation of final plans and plans, specifications, and estimates 

submittal to the Wisconsin Department of Transportation. 


Mosinee High Bridge over Wisconsin River and CN Railroad, 

Mosinee, Wisconsin. Structural engineer responsible for assisting in 

evaluation of proposed widening concepts including steel beam 

analysis and pier geometrics. Bridge widening was complicated by a 

36-inch penstock located underground and adjacent to one of the 

existing piers. Also responsible for developing a WisDOT exceptions to 

standards report to justify substandard vertical and horizontal 

clearances below the bridge. 

• Minnesota Department of Transportation, Curved Steel Bridge 

Design, I-35E Flyover, St. Paul, Minnesota. Lead designer for a 

curved steel fly over bridge connecting I-35E to IH 694 (Mn/DOT 

Bridge 62910), which carries traffic over IH 35Esouthbound and 

northbound and consists of three spans with lengths of 131, 125, and 

158 feet. The alignment on this structure has a degree of curvature of 

approximately 6-degrees. All substructures are skewed between 30- 

and 40-degrees from radial. This structure was designed using the 

2003 Guide Specification for Horizontally Curved Steel Bridges, which 

was the document that transitioned the design of this bridge type to 

American Association of State Highway and Transportation Officials 

load resistance factor design. Led the effort in completing early 

structural steel only plans, to be let in advance of the rest of the project 

to allow ample fabrication time in the construction project schedule. 

Sized and optimized all structural steel for the girder webs and flanges, 

determined optimum cross-frame spacing, located field splice locations 

based on structure configuration and shipping limitations, prepared 

structural design of field splices, designed shear studs, analyzed and 

designed primary cross-frame members, prepared camber design for


girders, designed continuity steel in concrete deck, and developed a 

deck pour sequence to eliminate uplift at bearings and excessive 

tension in the concrete deck. Provided the rating for the superstore and 

had a role in the design and review of the substructures for this bridge. 

• Minnesota Department of Transportation, Curved Steel Bridge 

Design, USH 169 Flyover, Brooklyn Park, Minnesota. Designer for 

a curved steel flyover bridge connecting USH 169 and CH 81 (Mn/DOT 

Bridge 27R22), which carries traffic over CH 109 and CH 81. The 

structure consists of six spans with lengths of 75 121, 161, 175, 135 

and 75 feet. The alignment on the two southern spans had a degree of 

curvature of approximately 16 degrees. The four northern spans were 

straight. All spans on this structure are continuous. Piers 1 and 2 under 

the curved spans are skewed approximately 40 degrees from radial. All 

other substructures are radial to the alignment. This structure was 

designed using American Association of State Highway and 

Transportation Officials load resistance factor design. Sized and 

optimized all structural steel for the girder webs and flanges, 

determined optimum cross-frame spacing, located field splice locations 

based on structure configuration and shipping limitations, designed 

shear studs, analyzed and designed primary cross-frame members, 

designed continuity steel in concrete deck, and designed end 

diaphragms. 

• Minnesota Department of Transportation, State Project No. 1906- 

19R04, Bridge No. 19R04, CR. 46 over TH 52, Coates, Minnesota. 

Lead designer for all components for the 2-span prestressed concrete 

beam bridge from foundation to superstructure of a prestressed beam 

bridge consisting of two spans with lengths of 118 feet each. Designed 

all components of this structure in accordance with American 

Association of State Highway and Transportation Officials load 

resistance factor design. Performed analysis of four column, 100-footlong 

pier using STAAD to consider stiffness of pile foundations under 

thermal loads. 

• Minnesota Department of Transportation, State Project Nos. 8013- 

81003 & 8103-81004, Bridge Nos. 81003 & 81004, TH 14 over CR 60 

and Dakota, Minnesota & Eastern Railroad, Waseca County, 

Minnesota. Lead designer for all components for the twin 2-span 

prestressed concrete beam bridges from foundation to superstructure 

of twin prestressed beam bridge consisting of two spans with lengths of 

145 feet each. Designed all components of this structure in accordance 

with American Association of State Highway and Transportation 

Officials load resistance factor design.

AECOM Carlson Resume Marquette, MI 1 


June, 2012 

Raymond E. Carlson 

Project Manager 


Education 

AAS, Civil Engineering 

Technology, Michigan 






MDOT Aggregate Tech 

MDOT Bituminous Paving 

Operations 

MDOT/MCA Concrete Tech 

Level I 

MDEQ Certified Stormwater 

Operator Construction Site 

NICET Associate Engineering 

Technician # 058694 

MDEQ Storm Water 

Management 

Mr. Carlson is responsible for coordinating civil engineering projects including Federally funded 

roads and streets, urban rehabilitation projects, water main and sanitary sewer reconstruction, and 

site developments. He also supervises field technicians in testing, coordinates survey crews, and 

performs and confirms quantity calculations, project documentation, and as-built records. Mr. 

Carlson is familiar with the required testing and construction observation services for soils, 

concrete, and bituminous paving. He has performed as well as supervised personnel in material 

testing, and provides design work on road, sewer and water projects. 

Mr. Carlson is MDOT certified in Field Manager and Field Book software. His knowledge of 

MDOT procedures and design standards is extensive, including placement, uniformity, and 

operation of traffic control and safety devices. Additionally, he is familiar with the Michigan 

Standard Specifications for Construction, the Michigan Manual of Uniform Traffic Control Devices 

and AASHTO Road Side Design Guide. 

Experience 

• Ray provided assistance over 9 months to designers and engineers in the preparation of 

merle estimates for the alternative study for Kennecott Road Project. Estimates were 

being prepared on a fast track basis for several segments and then combined into one 

document for transmission to client. Cost estimates were coordinated with other staff to 

meet client imposed deadline. 

• Ray was chief Inspector for Phase 1 of H58 in Alger County. He was responsible for all 

the inspector daily reports, construction testing, and coordination of all survey layout. He 

coordinated the access of all property owners to parcels affected by the project and 

planned access to parcels during construction to allow private use. In addition, for phases 

of H-58 including 2, 2A, 3, 4 & 5, Ray was responsible for project coordination of all 

construction layout and testing to meet project materials requirements. 

• Ray was in charge of plan preparation for all phases of H-58 (Phases 1, 2, 2A, 3, 4 & 5) 

for the Federal Earmark / Michigan Jobs funding for approximately 21 million dollars. In 

that capacity, he directed the development of the profile, wetlands impacts and overall 

plan production for bidding of the project through the MDOT Local Agency program 

office. 

• Ray is AECOM’s Construction Document Professional who follows all road projects 

requiring MDOT’s method of Field Manager and Project Construction Document 

Production. As a certified Construction technician, he brings design, construction 

observations and testing experience to the projects he is involved with. He has recently 

been involved with ARRA projects in Negaunee, Iron River, Wakefield, Crystal Falls, 

Munising and Alger County.

AECOM Carlson Resume Marquette, MI 2 


June, 2012 

• Project Inspector for the reconstruction and overlay of the Casino Ring Road at the 

Kewadin Casino complex in Sault Ste. Marie. Project included sewer, lighting, roadway 

construction and coordinating the construction with contractors and the many Casino and 

Tribal Departments affected. 

• Inspected and supervised construction and layout of new underground utilities and 

streetscape items in downtown area for the Village of Newberry streetscape project. 

Project included the reconstruction of M 123 (Newberry Avenue), several city street and 

access roads to well building(s) / sites. 

• Mission/ Spruce / Sault Ste. Marie, Michigan. Project where he inspected and supervised 

testing and layout of sanitary and storm sewer, watermain, and street reconstruction, 

including sidewalk, curb, and gutter, in urban area of city in 2 separate projects. 

• Inspected and supervised construction and layout of Phase 1 of the Village of Newberry’s 

Water Distribution System (over 3.5 miles of main) along with a new well. 

• Assisted in Supervising the Reconstruction, layout and testing of McMillan Avenue, from 

Tahquamenon Blvd. to Newberry Ave. in the Village of Newberry.

A. Lindberg & Sons/AECOM - Marquette County

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