Geotechnical Engineering list of projects, pre-qualifications, certifications and registrations.

2. Statement of Qualifications
GEOTECHNICAL ENGINEERING
Associated Engineering & Technology, Inc.
4S 100 North Route 59, Suite10
Naperville, IL 60563
Phone: (630) 420-8300
Fax: (630) 420-8319
www.aetchicago.com
2008-09

3. About Us
Project Listing
Professional Resume
Certificate of Insurance
IDOT Certification
Minority/DBE Certification

4. About Us
Associated Engineering & Technology, Inc.(AE &T) is
a professional engineering company licensed by the Illinois
Department of Professional Regulations (IDPR), Design Firm #
184-003234 with offices in Naperville, IL and Highland, IN.
Applied Soil Mechanics, Inc. of Naperville, IL was
established by Mr. Max L. Calhoon, P.E., S.E. In 1971 and in
2002 it merged its geotechnical engineering consulting services
with Associated Engineering & Technology, Inc.
AE&T provides consulting engineering services in
geotechnical, environmental, structural, construction monitoring
& material testing for both public and private sector clients.
Previous & current projects include geotechnical engineering &
construction material testing services for cellular towers,
highways, commercial & residential developments, public &
private buildings.
AE&T is certified by Illinois Department of Transportation
(IDOT) as a Minorities/Disadvantaged Business Enterprise
(M/DBE). AE&T is also pre-qualified by the (IDOT) for both
typical and complex geotechnical work. AE &T carries general
liability, workmen’s compensation and professional liability
insurance and is a member signatory to Local 150, International
Union of Operating Engineers (IUOE).
Our staff includes geotechnical & structural engineers,
environmental engineers & material testing technicians. Our
engineers are members of the ASTM, ACI, ASCE and other
professional organizations and licensed in several states. Our
technicians are well-trained and certified by ACI, AWI, IDOT and
OSHA 40 hours HAZMAT.

5. Geotechnical Engineering
Associated Engineering & Technology, Inc.
Foundation Design & Recommendations
• Bearing capacity analysis & allowable design loads for foundations
including spread, continuous,wall, mat or raft, drilled caissons, helical
piers, compacted aggregate piers, micro piles, driven piles and cast-
in-place concrete caissons.
• Laterally loaded pile or caisson analysis
• Design of Foundations
Settlement Analysis
Provides services for :
• Provide settlement investigations and analysis for foundation
•
Subsurface Exploration structures, deep fills associated with commercial developments,
Geophysical Exploration roadway embankments and drainage structures
• • Provide recommendations for foundation improvements
Settlement Analysis
•
Groundwater Modeling Retaining Wall Design
•
Slope Stability Analysis
•
Failure Analysis • Mechanically stabilized earth walls, soil nail walls, tieback anchor
• walls, soldier pile walls incorporated with different types of wall facing
Finite Element Analysis
• materials, sheet pile walls, caisson walls, wire basket walls, gravity
•
Retaining Wall Design rock walls, combination walls
Pavement Design
•
Geosynthetic Design
Slope Stability
•
Embankment Design
• • Analyze potentially or existing unstable slopes, existing landslide
Dynamic Compaction areas using a detailed drilling program, laboratory-testing program,
•
Foundation Design stability analysis and geotechnical analysis
• • Analyze in-situ measurements of soil and rock behavior via
Recommendations
• instrumentation such as pressure-meters, piezometers, inclinometers,
transducers, resistivity meters and deflection measuring devices
• Provide recommendations for slope stabilization or propose slope
construction
Pavement Design
• Arterials, collectors, local streets, parking areas, runways
• AASHTO, IDOT, CDOT design procedures
• New pavement or rehabilitation for flexible or rigid pavement sections
• Pavement management program
• Asphalt and concrete mix designs
Max L. Calhoon, M.S., P.E., S.E.
Chief Engineer

6. Soils, Concrete, Asphalt & Materials Testing Services
Associated
• Construction Observation and Materials Testing Engineering & Technology, Inc.
• Soils and Rock Laboratory Testing
• Concrete Testing
• Asphalt Testing
• Reinforcing Steel Observation
• Structural Steel Testing and Inspection (Erection and Fabrication)
• Weld Inspection and Testing (Erection and Fabrication)
• Bolt Tensioning
• Aggregate Evaluation
• Structural Masonry Testing
• Soils and Foundation Investigation Testing
• Dynamic Pile Testing
• Caisson/pile static load testing
• Excavation Inspections
• Fireproofing
• Floor Flatness
• Paint Thickness Verification
Earthwork and Grading
Our experience in earthwork and grading projects ranges from small projects to large parks and golf courses.
Project engineering services includes cross-sectional generation, as built drawings and
interpretation of sub-surface and groundwater conditions.
On-Site
The on-site testing gives us the ability to respond quickly to any situation, including testing, curing
and sample storage and real-time report generation. Our technicians are equipped
with nuclear density gauge, CPT and other equipment to conduct soils and asphalt testing,
concrete slump, water and air content test on site.
Natik R.Patel, P.E. Senior Project Manager

7. Associated Engineering & Technology, Inc.
Soil Laboratory Testing
AE&T conducts soils and materials testing and classification in accordance with the Unified Soil Classification System
(USCS), the American Association of State Highways and Transportation Officials (AASHTO), Federal Aviation
Administration (FAA) and the ASTM procedures. These include both laboratory and field tests.
Some of the most common soil tests are listed below:
Property of Soil Type of Test ASTM AASHTO
Grain-size Mechanical Analysis D 421, D422 T88
Consistency Liquid Limit (LL) D4318 T89
Pastic Limit (PL) D4318 T90
Plasticity Index (PI) D4318 T90
Unit Weight SpecificGravity D854 T100
Moisture Natural Water Content D3316 T93
Shear Strength Unconfined Compression D2166 T93
Direct Shear D3080 T236
Triaxial D2850 T234
Compressibility Consolidation D2435 T216
Permeability Flexible Wall Permeability D2434 T215
Compaction Standard Proctor Test D698 T99
Modified Proctor Test D1557 T180
California Bearing Ratio (CBR) D1883 D193
There are several other field soil testing procedures such as in place compaction testing
by nuclear density gauge, shear strength of soft clay by Vane test, Permeability by
Pumping test, Piles load test, shear and compression waves etc. Job specific test
requirements are performed based upon project requirements.
Rudolf Das, M.S.
Laboratory Director
EIT, IDOT, ACI, AWI Certified

8. Construction Management
Associated
Engineering & Technology, Inc.
• Professional Engineering
• Review of Plans and Specifications
• Coordinate and Manage Project Team
• Attend Pre-Construction Meetings
• Weekly and Daily Site Visits AE&T can handle all your project
• Coordinate Contractor “Walk Through” construction management as well as
• Verify Construction Schedule inspection services for Land
• Coordinate Permits and Inspections development projects like Parks,
• Review Change Orders and RFIs Golf Courses, Recreational
Facilities, Transportation and
• Review and Distribute Submittals and RFI’s to Appropriate Governmental projects to assure
Project Personnel for Efficient Resolutions conformance to design, local codes
• Solve Problems Between Architects, Engineers, General and construction specifications.
Contractor, Subcontractors, Owner and Tenant Turn Over
• Keep an Open Line of Communication with City and Local
Governmental Agencies
• Assure Project is Completed According to Plans and
Specifications in a Timely Manner.
• Assure Proper Documentation of Daily Activities,
Subcontractors, Equipment Working, Manpower Scheduling and
Production
Ashok Medhi, M.S.C.E.
Capital Development Board
Certified Project Manager

9. SELECTED GEOTECHNICAL ENGINEERING PROJECTS
Name of Project: Water Main Project, City of Chicago.
Location: Chicago, Illinois
Project Type: Geotechnical Investigation
Description: Geotechnical investigation comprising over 100 soil borings. Provided
analysis and foundation recommendations for the new water main design.
Name of Project: Telecommunications Tower Projects
Location: States of IL, IN, WI, OH, PA, NE, IA & MN
Project Type: Geotechnical Investigation & Construction Monitoring
Description: Geotechnical investigation, Phase I Environmental Site Assessment,
Foundation Design, Construction Monitoring and Material Testing for over 200
Monopole and Self Supporting Tower Sites in Chicago region for Sprint PCS..
Name of Project: Metra Station Platform Addition and Retaining Wall Design
Location: Joliet, Illinois
Project Type: Geotechnical Investigation
Description: Geotechnical investigation for the proposed Metra station platform addition
and retaining wall design for the Joliet Station, Illinois comprising five (5) soil borings to
bedrock and rock coring. Performed soil and rock core analysis, lab testing, and
foundation analysis for design of the retaining walls.

10. Name of Project: La Valle Greens Resort Development & Marina
Location: St. Kitts Island, West Indies
Project Type: Geotechnical & Hydraulic Analysis
Description: Geotechnical investigation & hydraulic analyses for the 600 Acres La Valle
Greens Residential Development, Golf Resort, Club House, Marina & Desalination Plant
in the exclusive Caribbean Sea volcanic island.
Name of Project: Dickinson Road Lift Station Replacement
Location: Chesterton, Indiana
Project Type: Geotechnical Investigation
Description: Geotechnical investigation of sub-surface material, analysis and
recommendations for Dickinson Road Lift Station Replacement project for the City of
Chesterton, IN.
Name of Project: Old Harlem Avenue Roadway Improvement
Location: Chicago, Illinois
Project Type: Geotechnical Investigation
Description: Geotechnical investigation comprising soil borings, lab testing, analysis,
design & recommendations.for Old Harlem Avenue Roadway Improvement Project.

11. SELECTED GEOTECHNICAL ENGINEERING PROJECT
Name of Project: Sand Creek Development (500 acres) Golf Resort &
Residential Development
Coffee Creek Center, (500 acres) Commercial Development & Recreational
Location: Chesterton, Indiana
Project Type: Geotechnical, Structural & Construction Monitoring
Description: AE&T provided geotechnical engineering, structural engineering &
construction monitoring services for $500 million infrastructure & development project
for Lake Erie Land Company, Chesterton, Indiana.
Name of Project: Widening of Spencer Road & Gougar Road
Location: New Lenox, Illinois
Project Type: Geotechnical
Description: Sub-surface exploration for the proposed widening of Spencer Road &
Gougar Road in New Lenox, IL for new Lincoln-Way West High School project. The
geotechnical investigation comprised fifty eight (58) soil borings. Analysis included
pavement recommendations.
Name of Project: NewlManhattan Elementary Schoo
Location: Manhattan, Illinois
Project Type: Geotechnical investigation
Description: Soil borings, laboratory testing, analysis, recomendations.

12. SELECTED GEOTECHNICAL ENGINEERING PROJECTS
Name of Project: New Lake Central Middle School (100 acres)
Location: St. John, Indiana
Project Type: Geotechnical Investigation & Foundation Design
Description: Performed preliminary & final geotechnical investigation
comprisingsoilborings, lab testing, foundation analysis, settlement calculations, and
report. Designed deep foundations (steel H-piles) & pavements.
Name of Project: Hampshire Gehringer Farm – 160 acres development
Location: Hampshire, Illinois
Project Type: Geotechnical
Description: Sub-surface exploration for the proposed 160 acre new residential
development. The area had a shallow water table and gravelly soil. Analysis included
foundation design and construction recommendations.
Name of Project: Saddlebrook Farm Development
Location: Oswego, Illinois
Project Type: Geotechnical Investigation
Description: Sub-surface exploration for the proposed 120 acre new development. The
lot had several pockets of loose silty soil. Analysis included foundation & pavement
design and construction recommendations.

13. Other Geotechnical Investigations
Project: Widening of Il Route 43
Location: Frankfort, IL
Client: Lincoln-way Community High School District 210
Project: Villas of White Oaks Development
Location: Batavia, Illinois
Client: Kackert Associates
Project: Homer Glen Center
Location: Homer Glen, IL
Client: F S Development
Project: Derby Plaza
Location: Lemont, IL
Client: F S Development
Project: Holiday Inn Express – four story
Location: Matteson, IL
Client: Ganesh Hotels, LLC
Project: Holiday Inn Express – four story
Location: Lansing, IL
Client: Ganesh Hotels, LLC
Project: New Pleasantdale Middle School Additions
Location: Burr Ridge, Illinois
Client: Pleasantdale School District
Project: New Elliot Elementary School & Bus Maintenance Facility
Location: Munster, IN
Client: Munster School District

14. Key Resume

15. Associated Engineering & Technology, Inc.
MAX L. CALHOON, P.E., S.E.
Chief Geotechnical Engineer
EDUCATION
• Master of Science in Civil Engineering, Northwestern University, Chicago, 1952
• Bachelor of Science in Civil Engineering, Iowa State University
PROFESSIONAL AFFILIATION & REGISTRATION
• Registered Professional Engineer in states of Indiana, Illinois, Wisconsin, Michigan, Kansas, Missouri,
Alaska, Minnesota
• Licensed Structural Engineer in the state of Illinois
• Life Member, American Society of Civil Engineers
PROFESSIONAL BACKGROUND
Mr. Calhoon is the Chief Engineer for Associated Engineering & Technology, Inc.(AET) He is also the
founder president of Applied Soil Mechanics, Inc., Naperville, IL. He is a registered professional engineer
in nine states and is registered as a structural engineer in Illinois. He has published a number of technical
papers and articles in technical society publications, and is a member of the American Society of Civil
Engineers.
Mr. Calhoon has performed soils investigations on over 3,100 projects in Illinois, Michigan, Indiana, Iowa,
Wisconsin, and Minnesota since forming Applied Soil Mechanics, Inc. in 1971. These projects include
buildings of all types from small shopping centers and schools, to large industrial buildings, sanitary
landfills, earth dams, subdivision planning and construction, bridges, sewage treatment plants, sewers,
indoor tennis courts, determining causes of failures on various projects, elevated water tanks (more than
100), pavement design, grain storage silos, etc. He has done a considerable amount of consulting work for
The Upjohn Company, Kalamazoo, Michigan.
He began as a soils engineer, primarily in the field of highway design and construction, from 1952 to 1963,
being involved with the West Virginia Turnpike, the New Jersey Turnpike, the Illinois Toll Highway, and
numerous state highway projects. In 1963 he became the Chief Soils Engineer for the Layne-Western
Company in Aurora, Illinois. Layne-Western had offices in six mid-western states at that time, and Mr.
Calhoon was involved with hundreds of soil mechanics projects throughout the mid-west. In 1968, he
became Assistant Vice President and Chief Soils Engineer for a large consulting firm Westenhoff & Novick,
Inc., Chicago, Illinois where he was in charge of all soils work on many interstate highway projects,
including the Crosstown Expressway in Chicago, and the extension of the East-West Tollway from Aurora
to Rock Falls, Illinois. Many industrial projects were handled, including soils consulting for the Goodyear
Tire and Rubber Company on expansion projects in the eastern United States, and in Mexico and Africa
(Zaire).
SELECTED PROJECT EXPERIENCE
On all of the following projects (unless otherwise stated) Mr. Calhoon was in charge of the soil
borings, laboratory testing, mathematical analysis of the project, and preparation of reports.

16. Associated Engineering & Technology, Inc.
Page 2 Professional Resume - Calhoon
East St. Louis, IL: I-64 from State Route 3 in East St. Louis easterly for 5 to 6 miles, which included a
highway, cut about 150’ deep through loessial soils.
East St. Louis, IL 255 bridges from I-270 - I-64.
Hennepin, IL: I-180 Spur over several miles of swamp land to the village of Hennepin, except for the bridge
over the Illinois River.
Alton, IL: F.A.P. Route 2: Designed 3 retaining walls to support roadway embankments. The free height of
the walls varied from 13’ to 26’ and was being built over a deep layer of soft soils. One wall could be
supported upon steel H-beam piles, while it was recommended to use a segmented reinforced type wall,
(SRQ) for the other 2 walls. The estimated settlement of the backfill soil was in the range of 7” to 17”. The
soils information for this project was furnished by IDOT.
Aurora to Rock Falls, IL: Extension of the East-West Tollway 69 miles from Aurora to Rock Falls. Work
included recommendations for the roadway, bridges, major culverts, and services area. This was one of the
largest, if not the largest, geotechnical projects over performed in the State of Illinois by one firm.
Chicago, IL: All preliminary geotechnical work for the proposed 22 mile Cross-town Expressway.
Chicago, IL: All soil design work for the foundation of the bridge to extend Wacker Drive from Michigan
Avenue to Lake Shore Drive.
Jersey City, NJ: New Jersey Turnpike extension from Newark Airport to the Holland Tunnel through Jersey
City, except for the bridge over Newark Bay. A large service area was built over a layer of deep peat by
overloading and consolidation the peat.
Camden, NJ: New Jersey Turnpike extension to connect the original NJ Turnpike to the Pennsylvania
Turnpike from Near Camden, NJ to the Delaware River.
Rockford, IL: Bridge to take Harrison Avenue over the Rock River. Bridge was about 1,000’ in length.
Paddock Lake, WI: Highway 50 designed stone columns to support 1,500’ of embankment over a 25’ deep
peat bog.
Near Bristol, WI: Highway 50 designed wick drains to consolidate a 25’ deep layer of soft peat to support
1,000’ of new embankment.
Franklin Park, IL: Underpass to take Grand Avenue under 6 or 8 railroad tracks. Unique retaining walls
were designed using caissons to support the horizontal earth loads due to lack of ROW to build
conventional retaining walls or earth reinforced type walls. Early use of composite bridge abutments and
girders.
Northwest Tollway (I-90): While not completely geotechnical work, Mr. Calhoon was in Charge of all
construction for 55 miles of the Tollway starting with the bridge over the Fox River at Elgin to the Wisconsin
State Line at South Beloit.
West Virginia Turnpike: Analyzed dozens of landslides along the route of the Turnpike. Most of these
slides were old existing natural slides of clay over shale bedrock that the roadway had to cut through, and
re-activated the sliding forces.
I-280 near Rock Island, IL: Soil and bedrock borings (only) for new bridge over the Mississippi River.

17. Associated Engineering & Technology, Inc.
Page 3 Professional Resume - Calhoon
Naperville, IL: Underpass to take Washington Street under the Burlington –Northern RR tracks.
Naperville, IL: Underpass to take Naper Boulevard under the Burlington –Northern RR tracks,
In addition to the remainder of the Boulevard project.
Naperville, IL: Bridge to take Columbia Street over the Burlington- Northern RR tracks.
Milwaukee, IL: Five miles of the Zoo Freeway including bridges and roadway.
Des Monies, IA: A long bridge over a railroad yard with about 12 to 15 sets of tracks. Bridge length is
about 1,500’.
Stevens Point, WI: Underpass to take a major street under 4 or 5 railroad tracks. The excavation was in
saturated sand with a high ground water table. Designed a permanent pumping facility to permanently de-
water the underpass.
Ottawa, IL: Four replacement bridges over I-80 in the old AASTHO test pavement area of the late 1950’s
and early 1960’s.
Aurora, IL: Farnsworth Avenue Bridge over Burlington-Northern railroad yard, about 1,500’ long.
Lake Winnebigoshish, MN: Lake Winnebigoshish is formed with an earth dam across the Mississippi
River in northwest Minnesota. The only borrow soil available was sand and gravel with which the
embankment was built. A timber sheet pipe wall was driven down through the centerline of the
embankment to act as a seepage cutoff. The dam and concrete spillway were built in about 1897 to 1900
by the U.S. Corps of Engineers. A country highway crosses over the top of the dam and over the spillway
on a steel bridge structure. The Army Corps of Engineers wanted to replace the bridge over the spillway
and also needed an analysis of the concrete spillway. They needed to know whether the spillway, with all of
its retaining walls, some of which supported the bridge, was safe under current design standards, and if
not, what they needed to do to upgrade the spillway structure. Mr. Calhoon did all of the geotechnical work
on the spillway and found that many of the walls needed extensive repairs. Through the use of piezometers
in the downstream slope of the dam the Corps determined that the timber sheet pile wall was allowing way
too much seepage to occur and which could cause a slide failure of the downstream face of the dam. Mr.
Calhoon did a slope stability analysis of the downstream face of the dam, which was supporting the
roadway, and found that pressure relief wells were needed along the toe of the dam to provide a safe factor
of safety for the dam embankment.
Mankato, MN: The confluence of the Minnesota River and the Blue River occurs on the west side of the
City of Mankato. The city has been protected for many years with flood walls and earth dikes. A railroad
belonging at that time to the Chicago and Northwestern RR Co. was located on top of one the dikes along
the Minnesota River and crossed over the Blue River on a bridge. The Corps of Engineers decided that the
dikes and flood walls needed to be raised about 5’ to better protect Mankato. The existing railroad bridge
had to be removed and a new bridge built at a 5’ higher grade. Mr. Calhoon did the geotechnical work for
the bridge foundation as well as to design mattresses filled with riprap size stones to lay on bottom of the
Blue River to prevent scour around the new bridge foundations. Raising the dike on which the RR track was
located involved stability analyses and seepage evaluations which resulted in the need for pressure relief
wells to be installed along the toe of the dike to prevent piping of the dike and resulting failure of the RR
track. There were several existing concrete storm swears that would have 5’ of additional fill placed over
them. Mr. Calhoon analyzed the sewers to determine if they would be safe with the new loading, using the
Marston theory of loads on underground conduits.
Mr. Calhoon has also performed many forensic investigations of foundation failures.

18. Associated Engineering & Technology, Inc.
TOM MEDHI, P.E., S.E.
Structural Engineer
BACKGROUND
Mr. Medhi has over 18 years of design experience in highway and railroad bridges. He has designed and
managed several railroad and highway bridge projects and construction drawings. His experience includes
pre-stressed girder, post-tensioned girder, pre-stressed splice girder, cast-in-place slab, composite steel
girder, deck plate steel girder, through plate steel girder, and timber bridges. Mr. Medhi has also worked on
several widening and rehabilitation projects on bridges. Additionally, Mr. Medhi has performed hydrology
and hydraulic studies for several bridges and culverts.
EDUCATION
• Master of Science in Engineering, University of Michigan, Ann Arbor, MI. 1990.
• Bachelor of Engineering (Civil), University of Gauhati, India. 1988.
PROFESSIONAL REGISTRATION
• Registered Professional Engineer in Indiana, Illinois, Iowa, Ohio, Nebraska, Minnesota, Pennsylvania,
Michigan, North Dakota & South Dakota
• Licensed Structural Engineer, State of Illinois & Nebraska
SELECTED PROJECT EXPERIENCE
Project Engineer responsible for analysis, design and detailed development of numerous road and rail road
bridges listed below:
HIGHWAY BRIDGE DESIGN
• Bell Street Viaduct, Fremont, Nebraska
• 24th Street Viaduct, City of Omaha, Nebraska
• Arlington-Kennard Bridges, Nebraska Department of Roads
• I-287 Widening at Morris County, NJDOT - $40 million project
• NJ Turnpike (I-95) widening, Carteret, NJ - $40 million project
• I-287 Extension at Morris and Passaic Counties, NJDOT - $180 million project
• Dulles Toll Road Extension, Fairfax and Loudoun Counties, Virginia - $155 million project
• 96th Street Bridge, City of Omaha, Nebraska
• Pedestrian Bridge over US 20, Dubuque, Iowa
• Old Maple Road Bridge, Omaha, Nebraska
• Outer Bridge Crossing Biennial Inspection at Port Amboy, New Jersey
• Coffee Creek Bridge, Lake Erie Land Company, Chesterton, IN
• Super Span Tunnel Foundation under Voyage Blvd, Coffee Creek Center, Chesterton, IN
RAILROAD BRIDGES AND CULVERTS DESIGN
• Br. 698.75 at Brooklyn Subdivision, Union Pacific Railroad Co., Oregon. Br. 6.30 at Seattle
Subdivision, Union Pacific Railroad Co., Seattle
• Br. 309.66 at Boone Subdivision, Union Pacific Railroad Co., Iowa. Br. 300.05 & Br. 297.22 at Boone
Subdivision, Union Pacific Railroad Co., Iowa
• Br. 71.8 at Boone Subdivision, Union Pacific Railroad Co., Iowa

19. Associated Engineering & Technology, Inc.
Page 2 Professional Resume - Medhi
• Br. 277.96 at Council Bluff Subdivision, Union Pacific Railroad Co., Iowa
• Br. 221.31 at Council Bluff Subdivision, Union Pacific Railroad Co., Iowa
• Br. 210.10 & Br. 218.05 at Council Bluff Subdivision, Union Pacific Railroad Co., Iowa
• Br. 194.5 Plumber Blvd. Underpass, MP 194.5, Springfield Subdivision, City of Chatham, IL
• Br. 113.75 Tuolumne Blvd. Extension Underpass, San Joaquin Subdivision, Modesto, CA
• Br. 499.48 over Dominguez Channel, San Pedro Branch, Near Wilmington, CA
• Br. 16.40 Seventh Ave grade separation, Los Angeles Subdivision, City of Industry, CA
• Br. 21.96 UPRR grade separation, US 59 & US 90 Interchange, Sugarland, TX
• Br. 95.4 UPRR grade separation, Power Inn Road, Placerville Branch, Sactamento, CA
• Central Street & Bridge Street Bridges at Boston, Provincial and Worchester Railroad Co, MA
GEOTECHNICAL STUDIES:
Supervised and prepared geotechnical reports, recommendations and foundation design for land
development, school, commercial and residential buildings, highway and railway bridges, cellular tower
foundations, water supply, waste water and sewerage plant and hydraulic studies. 1990 - present.
Geotechnical (field exploration) for several New Jersey-New York Turnpikes and Rockland County bridge
projects and performed soil stability analyses of several roadway bridge projects in New Jersey. 1990.
Geotechnical Report Review, L-Pile Analysis and Foundation Design for over 500 telecom towers.
PROFESSIONAL AFFILIATION
• Member, American Society of Civil Engineers
• Member of American Railway Engineering & Maintenance-of-way Association and Committee 8
PROFESSIONAL DEVELOPMENT
• Attend AREMA Committee 8 meeting on regular basis and participate in the development of AREAMA
Chapter 8 (Concrete Structure & Foundation)
• Co-author, PCI Bridge Design Manual - Volume 2, Railroad Section, 1998
• Seminar on Seismic Design & Analysis of Structural Systems in the eastern United States, ASCE. 1992
• Structural Design Seminar, PCI Design Handbook - 4th Edition, Joint ACI, ASCE and PCS, 1993
• Graduate course in Bridge Engineering, Columbia University, New York 1991
PROFESSIONAL ENDEAVORS
Associated Engineering, P. C., 1214 North 160th Street, Omaha, NE, 1996 to present: President
HDR Engineering, Inc., 8404 Indian Hills Drive, Omaha, NE, 1995 -1996: Project Manager/Engineer
Batheja & Associates, Inc., 4822 Dodge Street, Omaha, NE, 1992 - 1995: Project Engineer - Bridges
Goodkind & O’Dea, Inc., 60 Feronia Way, Rutherford, NJ, 1990 - 1992: Structural Engineer - Bridges

20. Associated Engineering & Technology, Inc.
ASHOK MEDHI
Geotechnical Engineer
BACKGROUND
Mr. Medhi has over 25 years of progressive geotechnical engineering, project management and
construction experience with consulting companies like ATC, Dames & Moore, OHM Corp. and PSI.
EDUCATION
• Master of Science in Civil Engineering, West Virginia University, Morgantown, W.Va.,1986.
• Bachelor of Science in Civil Engineering, Birla Institute of Technology, India. July 1984.
PROFESSIONAL AFFILIATION & REGISTRATION
• Member, American Society of Civil Engineers
• Member, American Concrete Institute
• Committee Member (Soils), American Society of Testing & Materials
SELECTED PROJECT EXPERIENCE
Prepared Geotechnical Investigation for the Department of Water, City of Chicago, IL for the proposed
Water Mains Project, Capital Improvement Program, 1998. A total of 122 soil borings were drilled followed
by lab tests and recommendations.
Prepared Geotechnical Report for the proposed General Electric Fossil Power Plant (1200 MW) at Bartlett,
Dupage county, IL for MW Harza Infrastructure & ABB Equities Joint Venture. January 2002. Detailed
report comprised analysis and recommendations for turbine, boiler and several other heavy equipment and
machine foundations including seismic loading conditions. Several borings were extended into the
bedrock to depths of 120 feet.
Project Manager responsible for QA/QC, soil & material testing and inspection services for a 40 million
dollar, Munster School District Additions & Rehabilitation project involving five school buildings - Wilbur
Wright Middle School, Frank Hammond Elementary School, Eads Elementary School, Elliot Elementary
School in Munster, IN. (1996-99)
Project Manager responsible for QA/QC, soil & material testing and inspection services for the Clark School
Addition, Egger, Edison and Morton Elementary Schools, and Area Career Center, Hammond, IN. 1999-
2000.
Prepared geotechnical reports, monitored soil drilling, and laboratory testing and construction inspection for
over 300 cellular tower sites for Sprint PCS and Voice stream Wireless in Chicago and Midwestern states
of Indiana, Wisconsin, Iowa, Nebraska, Ohio and Pennsylvania. Conducted A&E site walk, site selection,
preliminary surveys and environmental site assessments. 1999 – Present
Construction Manager of a 20000 square feet multistory office building in Elgin, IL. Performed duties as the
general contractor for this $4 million commercial building project. 1998.

21. Associated Engineering & Technology, Inc.
Page 2 Professional Resume - Medhi
Prepared soils report and pile foundation design for the Caster Building foundation at ACME Steel Plant at
Riverdale, IL. Monitored the installation of 2000 steel H - Piles. 1995
Lake Erie Land Company, Chesterton, IN. Project Director for geotechnical, environmental & structural
work for $500 million infrastructure & development project at Sand Creek Development and Coffee Creek
Center. 1996- Present. Refernce: Mr. Jerry Mobley, President, LEL. Phone: (800) 606-SAND.
Project Engineer, QA/QC for Mechanical & HVAC installations at the Midway Airport Terminal Development
Project, Chicago, IL. 2000 – Present with Rust – Kenny Joint Venture.
Pile foundation design for 2 lane 42 feet span Conspan HS20 Coffee Creek Wabash Bridge in Chesterton,
IN. 1998.
Prepared geotechnical reports and supervised construction monitoring services for ACME Steel, Inland and
U.S. Steel plant building additions, monopole & lattice tower foundations for wireless in Chicago, Indiana
and Wisconsin, new shopping malls, apartment complexes, waste-water treatment plants, street
reconstruction and improvements, parking lots and foundation studies for dams, hydraulic structures and
bridges. (1984-2000).
Prepared geotechnical report including the design of deep pile foundations for the expansion of Waste
Water Treatment Plant and Coke Plant Desulfurization Unit at US Steel Gary Works, Indiana. 1995
Project Manager for Lake Shafer feasibility study report, Monticello, IN. Performed bathymetric survey,
sediment sampling, velocity measurements, sediment analysis using SEDIMOT II computer model
including evaluation of sediment traps, disposal sites and developed sediment removal requirements. 1994
Geotechnical Investigation & structural design for 400 feet span Coffee Creek Bridge at Chesterton, IN.
Construction monitoring and testing services. 1998
Geotechnical Investigation and Construction Management of a 6000 square feet Medical Office building in
Crystal Lake, IL. 1998.
Design and construction QA/QC for several hazardous and solid waste landfills in the states of New York
and New Jersey. 1986-1990.
Monitored pile foundation (caisson) installation for a large industrial plant construction near Pittsburgh, PA.
Performed soils, concrete and materials testing at the site for installation of 352 caissons. 1987
PUBLICATIONS
• Author of “Conservation and Technical Evaluation of a Small Earth/Concrete Dam and Spillway”
presented at CONSERV96, Orlando, FL in January 1996, organized by the American Water Works
Association and ASCE.
• Co-author of “Sedimentation and Remediation Aspects of Recreational Lakes” presented at the 1994
ASCE National Conference on Hydraulic Engineering in New York.
• U.S. delegate to the 6th International Conference on Expansive Soils held at New Delhi, India, 1987
sponsored by the National Science Foundation as a U.S. Soils expert. Also, participated in the joint
Indo-U.S. Technical Cooperation Meeting in New Delhi, India.

22. Associated Engineering & Technology, Inc.
NAITIK R. PATEL, P.E.
Senior Project Engineer
EDUCATION
• Bachelor of Science in Civil Engineering, Gujarat University, India. 1984
• Graduate Course in Civil Engineering, University of Illinois, Chicago
PROFESSIONAL REGISTRATION & AFFILIATION
• Registered Professional Engineer in state of Illinois and Wisconsin
• Certified in Plumbing Engineering (CIPE)
• Illinois State Highway Authority and IDOT approved PCC and Bituminous Inspector
SELECTED PROJECT EXPERIENCE
Associated Engineering & Technology, Inc. Mar 2003 - Present
Senior Project Engineer responsible for civil, geotechnical, construction monitoring and testing operations
in Chicagoland Area.
MWH Global Nov 2001 - Feb 2003
Senior Project Engineer
• Preliminary design for Marsulex (Previously GE Environment) to utilize flu gas to produce Ammonium
Sulfate. Project Responsibilities include foundation design for 500 Tons Ammonia Storage Tank, dust
collection system with silos, loading and unloading for Ammonia track layout review, 208 feet storage
dome, material handling and claim center building foundation.
• Design stair, platform modification, ammonia system layout, site grading and drainage for AES
Edwards Project, Bartonville, IL.
• Design, drainage and grading for power plant project in City of Wyandotte, MI
Fluor/TRS/Sprint PCS, Chicago, IL Mar 1998 - Nov 2001
Project Manager/Implementation Engineer
• Managed 30 PCS sites in greater Chicagoland area for complete build out and provided support for
field construction and site permitting for more than 500 sites. Managed construction safety for all 580
sites for the Chicago land south and partially for north. Coordinated specific responsibilities with other
company associates for site buildouts including AE firms, permit issuing agencies, sub-surface
investigations, inspection reports, managed close out packages, release of contractors withholding and
change order payment after satisfactory completion of punch lists for 430 plus sites.
Fluor Daniel, Chicago, IL Aug 1996 - Mar 1998
Senior Project Engineer
• Engineered management and design of more than 70 telecommunication sites for Arial
Communications in Pittsburgh and AT&T in both the St. Louis and Chicagoland areas, including raw
lands, rooftops, water tank mountings, lattice towers, utility towers, flagpoles and steeple mountings.
• Reviewed construction plans for Civil and Structural part and Value Engineering of 295 items for new
international building terminal at JFK Airport, N.Y.
• Design modification of existing concourse, airside and landside pavement, people mover and
underground utility.
• Cost analysis review and analysis of unit prices for total project cost of 735 million.

23. Associated Engineering & Technology, Inc.
Page 2 Professional Resume - Patel
• Project Management for 17 kilometer long transmission line surveying in mountainour terrain of
Indonesia including 14 km. of roads, alignment of material handling conveyor belt systems, spot
location of towers, Civil design layout and site preparation for power plant and port location.
• Designed Raymond Drive Bridge over I-88 in DuPage County, Illinois. Responsible for bridge, roadway
and inter section design, storm water drainage design, detention pond, earth work, traffic control and
maintenance, staging plan, quantity take off and specifications with the supervision on design
engineers and CAD technicians.
STV Incorporated - Chicago, IL Apr 1995 - Aug 1996
Senior Project Engineer
• Designed and prepared contract documents for 10 miles of Chicago Central Area Circulator trolley
system project up to 70 % completion. Contract construction cost was approximately $140 million a
total project cost of $825 million.
O’Brien & Associates Inc. - Chicago, IL Mar 1993 - Mar1995
Senior Geotechnical Engineer
• Monitored and reviewed subsurface soil boring and coring samples for numerous projects.
• Construction management and supervision/coordination for quality control and testing of materials
for Kennedy Expressway (I-90) resurfacing and 4,000 ft. runway at Air National Guard Airport
located in Peoria, funded by the Federal Aviation Administration.
Envirodyne Engineers - Chicago, IL Sep 1989 - Jan 1993
Project Civil Engineer
• Designed 4 ½ mile section of a 32 mile Phase I study for Route 51 in Illinois, including geometry,
interchange, drainage, barricade analysis, noise wall analysis, storm water retention and detention,
erosion control, traffic maintenance, preparation of contract plan and profile drawings, cross sections,
summary of quantities, specification and details.
• Designed and reviewed drainage structures and system for Tunnel And Reservoir Project in Chicago.
• Reviewed and analyzed cost projections for the credit proposal from contractors after review of shop
drawings and change orders.
• Prepared cost estimate and scheduling for removal of two large stock pile of rock and dirt from the
forest preserve facility totaling about a million cubic yards.
• Modified new rock bolt design for the 200 feet deep tunnel project was approved by MWRDGC and
adopted by the contractors resulted in saving of $ 500,000.
• Designed a military site facility road, monitored caissons for people mover, parking lot structure,
intersection improvement for O’Hare facility.
AWARDS
• Employee of the Month – June 1999 (Sprint PCS)
• Silver Cross Safety Award 1997 (Flour Daniel)
• National Merit Scholarship Award 1975

24. Associated Engineering & Technology, Inc.
RUDOLF DAS
Laboratory Director
BACKGROUND
Mr. Das has over 10 years of engineering experience in the field of soil and material testing, lab testing
and analysis, reports and construction inspection.
EDUCATION
• Master of Science in Engineering, Utah State University, Logan, USA 2002
• Bachelor of Science in Engineering, Dibrugarh University, India 1986
PROFESSIONAL AFFILIATION & REGISTRATION
• Member, American Society of Civil Engineers
• Engineer-in-Training Certified
• IDOT / PCC / ACI Certified
• AWS Certified Welding Inspector
SELECTED PROJECT EXPERIENCE
Lincoln-Way North High School, Frankfort, IL (08/06– present) Performed soils, concrete, asphalt &
materials testing, structural steel and weld inspection services for 350,000 square foot Lincoln-Way North
High School building project.
Waubonsee Community College Student Center, IL (02/07 – 10/07) Performed soils, concrete, asphalt &
materials testing, structural steel and weld inspection services for 35000 square foot Wabaunsee College
Student Center building and North side parking lot improvement projects.
Army Trail, Indian Trail, Fullerton, Ardmore Elementary Schools, IL (08/01/05 – 04/15/06) Performed
soils, concrete, asphalt & materials testing, and inspection services for Addison School District’s addition
and renovation School projects.
Manhattan Elementary School, IL (2005) Performed soils, concrete, asphalt & materials testing, structural
steel and weld inspection services for Manhattan School District’s new School building project.
School City of Hammond, IN (08/02-12/04) Performed soils, concrete, asphalt & materials testing,
construction QA/QC and inspection services for Hammond School District’s new Jefferson Elementary
School building project; Additions and renovations for Addison, Morton and Maywood Elementary School..
Meijer Store #239, Oswego, IL (01/06– 11/06) performed soils, concrete, asphalt & materials testing, and
inspection services for 209000 square foot retail building in Oswego, IL.
Brookwood Luxury Condominium Complex. Des Plains, IL (2006) performed construction monitoring
for Caisson drilling and installation, soils, concrete test services for eight-story luxury condominium in Des
Plains, IL.
Barrie Park MGP Remediation Project, Chicago, IL Superfund Site (04/03-12/03): Monitored earthwork
and engineered backfill for about 10 acres of hydrocarbon contaminated ground remediation site in
Chicago. Performed nuclear density tests and prepared daily field report for soil density tests, concrete, and
mortar tests.

25. Associated Engineering & Technology, Inc.
Page 2 Professional Resume -
Das
160 acres Crystal Brook Development, Frankfort, IL (04/06 - present) Performed field soils density
tests, concrete and materials testing for roads, utility trenches, sewer and residential lots and building pads.
50 acres Maplewood Estates Development, Glen Ellyn, IL (05/06-present) Performed field soils density
tests, concrete and materials testing for roads, utility trenches, sewer and residential lots and building pads.
Derby Plaza Retail Center, Lemont, IL (01/07 - present) Performed field soils density tests, footing
inspection, concrete and materials testing, structural steel and weld inspection services.
500 acres Henneberry Estates Development, Kendal County, IL (06/05-present) Performed field soils
density tests, concrete and materials testing for roads, utility trenches, sewer and residential lots and
building pads.
160 acres Ashwood Park Development, Naperville, IL (06/05-08/06) Performed field soils density tests,
concrete and materials testing for roads, utility trenches, sewer and residential lots and building pads.
Ogden Bend Commercial Center, Naperville, IL (2005) Performed field soils density tests, footing
inspection, concrete and materials testing, structural steel and weld inspection services.
Rily’s Point Commercial Center, Lemont, IL (2004) Performed field soils density tests, footing inspection,
concrete and materials testing, structural steel and weld inspection services.
California Department of Water Resources, Fresno District Office, CA (01/02 – 08/02)
Water Resources Engineer - Prepared weekly forecast for salinity levels in the San Joaquin River in the
state of California under San Joaquin River Real-time Water Quality Management Program.
Conducted feasibility studies for Arroyo Pasajero River for flood control measures. Performed HEC_RAS
studies.
Irrigation Department, Govt. of Assam, India. Assistant Engineer, 1990 - 1999
World Bank Project (’97-’99) (Assam Rural Infrastructure & Agricultural Services Project)
Prepared invitation for bids and technical reports. Prepared cost estimates for several deep tube well
installation programs in the district rural areas. Performed ground water modeling and flow analysis using
MODFLOW, SAS and SOMOS.
Project Manager for installing deep tube wells including drilling, sampling of soils and water and
submersible / vertical turbine pump sets. Responsible for operation and maintenance of the deep tube well
projects in the district (county)

26. Associated Engineering & Technology, Inc.
KEN MEDHI
Construction Manager - QA/QC
BACKGROUND
Mr. Medhi has over 8 years of technical experience in the field of soils and material testing, landfill and
construction QA/QC and environment assessments.
EDUCATION
• Bachelor of Arts, B.A., Guwahati University, India 1997
• Advanced Diploma in Computer Applications, AutoCAD, GIS, 1999
• Advanced Internet Power Programming 1999
PROFESSIONAL CERTIFICATION AND TRAINING
• Troxler Nuclear Density Gauge Certified Operator
• HAZMAT / OSHA 40 hours safety training
SELECTED PROJECT EXPERIENCE
SCHOOL BUILDING CONSTRUCTION
Waubonsee Community College, IL (03/21/07 – 8/15/07) Performed soils, concrete, asphalt & materials
testing, and inspection services for 35000 square foot Wabaunsee College Student Center building and
North side parking lot improvement projects.
Pleasantdale Elementary School, IL (01/05/07 – 03/20/07) Performed soils, concrete, asphalt & materials
testing, and inspection services for Burr Ridge School District’s new School building project.
Army Trail, Indian Trail, Fullerton, Ardmore Elementary Schools, IL (08/01/05 – 04/15/06) Performed
soils, concrete, asphalt & materials testing, and inspection services for Addison School District’s addition
and renovation School building projects.
Manhattan Elementary School, IL (2005): Performed soils, concrete, asphalt & materials testing, and
inspection services for Manhattan School District’s new School building project.
School City of Hammond, IN (12/15/03- 12/04): Performed soils, concrete, asphalt & materials testing,
construction QA/QC and inspection services for Hammond School District’s new Jefferson Elementary
School building project.
COMMERCIAL BUILDING
Meijer Store #239, Oswego, IL (05/01/06– 11/30/06) performed soils, concrete, asphalt & materials
testing, and inspection services for 209K square foot retail building in Oswego, IL.
Brookwood Luxury Condominium Complex. Des Plains, IL (2006) performed construction monitoring
for Caisson drilling and installation, soils, concrete and materials test services for eight-story luxury
condominium in Des Plains, IL.
Naperville Fire Station # 9, Naperville, IL (2005) performed soils, concrete, asphalt & materials testing,
and inspection services for 3000+ square foot new building in Naperville, IL.
ENVIRONMENTAL REMEDIATION SITE
Barrie Park MGP Remediation Project, Chicago, IL Superfund Site (04/03-12/03): Monitored earthwork
and engineered backfill for about 10 acres of hydrocarbon contaminated ground remediation site in
Chicago. Performed nuclear density tests and prepared daily field report for soil density tests, concrete, and
mortar tests.

27. Associated Engineering & Technology, Inc.
Page 2 Professional Resume - Medhi
RESIDENTIAL / COMMERCIAL DEVELOPMENT
Deer Crossing Subdivision, Joliet, IL (07/06 – 09/07) Performed field soils density tests for roads and
building pads, concrete and materials testing for phase I development of the 150 acres residential
subdivision.
70 acres Foxborough Estates Phase-III Development, Mokena, IL (2005) Performed field soils density
tests, concrete and materials testing for roads, utility trenches, sewer and residential lots and building pads.
225 acres Foxborough Estates Development, Mokena, IL (7/04-10/04) Performed field soils density
tests, concrete and materials testing for roads, utility trenches, sewer and residential lots and building pads.
First Country Home Subdivision, Monee, IL (2001) Performed field soils density tests for roads and
building pads, concrete and materials testing for phase IV development of the 200 acres residential
subdivision.
SANITARY LANDFILL CONSTRUCTION MONITORING & TESTING (2000 – Present):
Field Technician - Performed Nuclear Density tests, construction monitoring and field documentation for
Clay liner, HDPE liner Installation, Gas Header system installation for several Waste Management and
Republic Waste Sanitary Landfill sites in the mid-west region and Texas listed below for Earthtech, Inc of IL
and RJR Engineering of TX.
2007
Baytown Landfill, TX (July – Aug 07): Performed Nuclear Density tests, construction monitoring and field
documentation for Clay liner and HDPE liner Installation for11.5 acres Waste Management Baytown landfill.
Seabreeze Landfill, TX (Aug – Oct 07): Performed Nuclear Density tests, construction monitoring and
field documentation for Clay liner and HDPE liner Installation for8.5 acres new cell , observed and
documented approx 800 lineal feet of Gas extraction well drilling, installation and approx. 1800 lineal feet of
12” gas header pipe installation for Republic Waste Seabreeze Landfill site.
2006
Conroe Landfill, TX (Oct – Dec 06): Performed Nuclear Density tests, construction monitoring and field
documentation for Clay liner and HDPE liner Installation for 6.5 acres Waste Management Conroe landfill.
2000 – 2005
Performed Nuclear Density tests, construction monitoring and field documentation for Clay liner, HDPE
liner Installation, Gas Header system installation for several Waste Management site listed below:
Countryside RDF, Grayslake, IL , CID RDF, Chicago, IL, Mallard Ridge Landfill, Delavan, WI
Settler’s Hill RDF, Batavia, IL. Dekalb County and City Landfill, Dekalb, IL. Lara way Landfill, Joliet, IL.
Peoria City and County Landfill, Peoria, IL. Envirofill Landfill, Macomb, IL
TELECOM CELL TOWER FOUNDATION
Sprint PCS and T Mobile (2000 – 2003): Performed construction monitoring, inspection, soil, concrete and
ground Electrical Resistivity testing services for more than 150 monopole, lattice and guyed tower sites for
Sprint PCS and T-Mobile in Chicago region, Ohio, Wisconsin and Kansas.
Assisted in Phase I Environmental Site Assessment (ESA) site walks and data collection for several tower
sites and also prepared CAD drawings.

28. Associated Engineering & Technology, Inc.
Haleem Ahmed
Senior.Field Technician
BACKGROUND
Mr. Haleem is the senior field technician for engineering services at Associated Engineering & Technology,
Inc. He has 20 years of experience in the field of soils and material testing, and construction QA/QC.
EDUCATION
• Licenciate in Civil Engineering, State Board of Technical Education, Andhra Pradesh, India.
CERTIFICATION
• IDOT Certified Bituminous Concrete Density Tester
• Troxler Certified Nuclear Moisture-Density Gauge Operator
SELECTED PROJECT EXPERIENCE
Associated Engineering & Technology, Inc., Naperville, IL (2004-Present)
Lake Street Improvement Project, Chicago, IL (10/04- Present): Responsible for performing asphalt quality control
for Lake street improvement in the city of Chicago.
Ashwood Park North, Naperville, IL (7/04-Present): Monitored earthwork and engineered backfill for about 150 acres
sub-division. Performed soil density tests, concrete tests and prepared daily field reports.
Shah Engineering Inc. Chicago, IL 2002-2003
Engineering Technician : Inspection of fire hydrant maintenance program for city of Chicago.
Delta Engineering Inc. Chicago, IL 2001–2002
Senior Engineering Technician : Storm water inlet control program for city of Chicago. Traffic surveys of toll ways
and highways.
Clark Dietz Consultants, IL 1999-2000
Senior Engineering Technician : Construction inspection for concrete pavement, asphalt resurfacing, and sewers.
Avita Associates Inc., Chicago, IL 1996-1998
Engineering Technician : Traffic surveys in the city of Chicago and western suburbs.
A&K Construction Company, Chicago, IL 1992-1995
Construction Manager: Construction supervision of parking lots and internal roads of ComEd staging areas and
maintenance centers. Prepared cost estimates and plans. Responsible for procurement of materials and labor.
Illinois Department of Transportation, Chicago, IL 1991-1992
Engineering Technician I : Responsible for construction inspection and maintenance of concrete and asphalt roads,
roadway drainage and related structures.
Saudi Contracting Co., Jeddah, Saudi Arabia 1985-1990
Construction Engineer: Construction management of residential and industrial buildings, roads, sewers
and related structures.

29. Soil Laboratory & Office
Equipment Inventory

30. Associated Engineering & Technology, Inc.
Naperville, IL, Highland, IN, Omaha, NE &. Lincoln, NE
Facilities and Equipment
SOIL LABORATORY & FIELD TESTING EQUIPMENT
Soil Classification,Weights & Measurements
2 Liquid Limit Device
2 Plastic Limit Set
1 Checker PH Tester
5 Pocket Penetrometer
2 Static Cone Penetrometer
3 Specific Gravity (Pyncnometer)
5 Hydrometer Analysis Set
1 Mechanical Sieve Shaker
2 U.S. Standard Sieve Series
1 Laboratory Oven / Microwave
3 Mechanical Balance
Moisture – Density Measurement
4 Standard Proctor Set
2 Modified Proctor Set
5 Nuclear Moisture Density Gauge (NRC Licensed)
2 Sand Density Cone
1 Lab CBR/IBR Test Apparatus with Load Frame
1 Dynamic Cone Penetration Apparatus
4 Static Cone Penetrometer with pressure meters
Hydraulic Conductivity
1 Flexible Wall Permeameter
1 Digital Control Panel
1 Triaxial Cell
1 Air Compressor 175 psi / 25 gallons
1 De-airing water tank
Consolidation Test
1 Dead Weight Consolidation Frame
1 Fixed Ring Cell
1 Dial Gauge
Weights
Strength Test
1 RIMAC Apparatus
1 Unconfined Compression Test

31. Associated Engineering & Technology, Inc.
Naperville, IL, Highland, IN, Omaha, NE &. Lincoln, NE
FIELD CONSTRUCTION SURVEY & MONITORING EQUIPMENT
Total Stations
1 Leica TRCA 1130 Robotic w/Data Collector
6 Sokkia Set 3
Data Collectors
6 Sokkia SDR33 Expert /w software
GPS Equipment
Trimble Complete Systems
2 Trimble 4700 Rover
2 Trimble 4700 Base
2 TCS1 Collector
2 Trimmark 11 E Radio
2 Base Antenna
2 Rover Antenna
Leica Complete Systems
2 GPS 500 Base
2 GPS 500 Rover
2 Trimmark 11 E Radio
2 Beacon Receiver
Computers & Software
4 Autocad - Land Development 2I
3 Microstation SE/ J/ V8
3 Geopack
5 Cadd Stations
5 Workstations
4 Lap Top (Field Computers)
Survey Crews & Trucks
4 Survey Crews
4 Survey Trucks

32. Associated Engineering & Technology, Inc.
Naperville, IL, Highland, IN, Omaha, NE &. Lincoln, NE
Civil and Structural Engineering Software:
• CADD: AutoCAD 2000, Microstation SE/ J/V8
• CIVIL: TR55, HEC-RAS, HEC-1, CogoPC
• GEOTECHNICAL Finite Element Analysis of Consolidation
Graphical Soil Boring Logs
Hydrometer Analysis
Grain Size Analysis
Moisture Density Relations
Flexible Wall Permeability Testing
L-Pile Analysis
Retaining Wall: Retainpro, in-house spreadsheet
• STRUCTURAL: Finite Element: StaadPro, Robot-97 v.13.0, Images-3D
Steel Design StaadPro and Robot-97, in-house spreadsheet
Concrete Design: StaadPro, Adoss, PCA-Col, spreadsheet
Sheetpile Design: CWALSHT, in-house spreadsheet
Drilled Shaft: L-Pile Plus 3.0, G-Pile, SPT-94, spreadsheet
Tower Analysis: PLS Tower and PLS Pole
Bridge Design: Prestressed Girder – Conspan LE
Brass Girder (concrete, prestressed & steel)
Brass Pier, Brass Truss, Brass Bearing
Brass Splice, Brass pole, Brass Culvert
• MS OFFICE: MS Office 97Pro - Word, Excel, PowerPoint, Access etc.
• SUN Star Office 9
• FINANCIAL: Quick Books Pro 2008
Computer, Printer, Plotter, Copiers, Scanners, Fax:
• Engineering workstation – 4 Pentium 4 and III
• CADD station – 6 Pentium 4
• HP Design Jet 350, 430, 750C and 750CM Plotters with Color upgrade capable of
plotting 24”x36” to 42x36 BW/Color plots
• Calcom Digitizer (GIS)
• 4-Digital Cameras
• Data Product 1560 Laser Printer capable of 11x17 size paper
• Kyocera/mita System Laser Printer capable of 11X17 size paper
• HP Desk jet 1220C and 722C Deskjet Printer capable of 11X17 size paper
• Ricoh 760 Large Platform roll stock 24quot; x 36quot;
• Umax Astra 1220P Flatbed Scanner, capable of scanning at 600x1200 dpi
• External Zip Drive- Iomega100 MB
• ISP – Qwest DSL and AOL
• Fax – Sharp UX 1400 Fax / Sharp SF7855 Copy Machine

33. 2008 Corporate Annual Report
Illinois Department of Transportion
Pre-Qualification / Certification

34. State of Illinois Year Corporation File No
Domestic/Foreign Corporation Annual Report 2008 60002185
FILED May 2, 2008
Jesse White, Secretary of State
1. Corporate Name ASSOCIATED ENGINEERING & TECHNOLOGY, INC.
Registered Agent ASHOK MEDHI
Registered Office 4S 100 N ROUTE 59 STE 10
City, IL, Zip Code, County NAPERVILLE 605630000 DU PAGE
2. Principal address of Corporation 4S 100 NORTH ROUTE 59, SUITE10 NAPERVILLE IL 60563
3a. State or Country of Incorporation IN 3b. Date Incorporated/Qualified 06-18-1998
4. The names and addresses of ALL officers & directors MUST be listed here!
Officers
Title PRESIDENT
ASHOK MEDHI, 1615 PATHWAY DRIVE, NAPERVILLE, IL 60565
Name & Address
Title SECRETARY
ASHOK MEDHI SAME
Name & Address
Title DIRECTOR
ASHOK MEDHI 1615 PATHWAY DRIVE NAPERVILLE IL
Name & Address 60565
5. If 51% or more of the stock is owned by a minority or female, please check the appropriate box
✔ Minority Female Both
6. Number of shares authorized and issued as of 03-31-2008
Class Series Par Value Number Authorized Number Issued
COMMON 0.00000 1000 1000.000
7. The amount of paid-in-capital as of 03-31-2008 is $ 1000
All property owned by the corporation is located in Illinois and all business transacted by the corporation is in Illinois
8.
9. Under the penalty of perjury and as an authorized
officer, I declare that this annual report, pursuant to Fee Summary
provisions of the Business Corporation Act, has been Franchise Tax: $25.00
examined by me and is, to the best of my knowledge Filing Fee: $75.00
and belief, true, correct and complete.
Penalty: $0.00
By ASHOK MEDHI Interest: $0.00
Authorized Officer
PRESIDENT 05-02-2008 Total Fee: $100.00
Title & Date
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