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ST9301-PR041207PROPOSAL FOR SANDY LAKE ROAD / ST 93 -01 COPPELL, TEXAS Presented to: SUZAN C. TAYLOR CITY OF COPPELL Prepared by: Rone Engineers LAWRENCE BRACKEN 8908 Ambassador Row Dallas, Texas 75247 Phone: 214.630.9745 Cell: 469.569.0270 E -mail: lbracken@roneengineers.com Ro =gain GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS TESTING ENVIRONMENTAL CONSULTING FORENSIC ENGINEERING DALLAS 8908 AMBASSADOR ROW DALLAS, TEXAS 75247 TELEPHONE 214- 630 -9745 FACSIMILE 214 - 630 -9819 FORT WORTH 2696 GRAVEL DRIVE FORT WORTH, TEXAS 76118 TELEPHONE 817- 284 -1318 METRO 817 - 429 -4328 FACSIMILE 817- 284 -1585 HOUSTON 6300 ROTHWAY, SUITE 150 HOUSTON, TEXAS 77040 TELEPHONE 713- 996 -9979 FACSIMILE 713 - 996 -9972 December 7, 2004 Ms. Suzan C. Taylor C.I.P. Coordinator City of Coppell 255 Parkway P.O. Box 9478 Coppell, Texas 75019 Reference: Sandy Lake Road / ST 93 -01 Coppell, Texas Dear Ms. Taylor: Rone Engineering Services, Ltd. (Rone) is pleased to provide this proposal for the referenced project. Rone is a leading provider of Construction Materials Testing / Inspection services. With offices located in Dallas, Fort Worth and Houston, Rone continues to be one of the fastest growing firms in the industry. At the heart of our growth is a commitment to excellence, the desire to provide meaningful work for our employees, and a passion for involvement in significant projects. Our staff of over 100 professionals is dedicated to providing cost - effective solutions for our customers. We have a well- earned reputation for being an "on- time" team player in even the most challenging construction projects. We appreciate the opportunity to present this proposal for the Construction Materials Testing / Inspection services for the referenced project and look forward to working with you on this project. Sinc Clay tark Project Manager _,, 'nawre Bracken CMT Division Manager TABLE OF CONTENTS CORPORATE OVERVIEW ......................................... ............................... 1 OFFICE LOCATIONS ................................................ 2 ............................... PROJECTTEAM ....................................................... 3 ............................... CMT SERVICES OFFERED ....................................... ............................... 4 PROJECT PORTFOLIO ............................................. ............................... 5 Municipal / Government Commercial Institutional Residential REPRESENTATIVE CLIENT LIST ........................... ............................... 11 Municipal / Government Institutional Residential Owner / Developers General Contractors Architects Engineers KEY PERSONNEL QUALIFICATIONS ..................... ............................... 14 LABORATORY EQUIPMENT ................................... ............................... 24 DRILLING EQUIPMENT .......................................... ............................... 25 CORPORATE DATA ................................................ ............................... 26 CERTIFICATIONS AND LICENSES ......................... ............................... 27 AASHTO ACCREDITATION .................................... ............................... 28 A2LA ACCREDITATION .......................................... ............................... 29 APPENDICES SAMPLE FIELD REPORTS ......................................... ..............................A SAMPLE FINAL REPORTS ........................................ ............................... B SAMPLEINVOICE .................................................... ............................... C Rone Engineers —City of Coppell Rone Engineers Rone Engineering Services, Ltd. (Rone) founded in 1972, is a leading provider of Construction Materials Testing services throughout Texas and the Southwest. With offices located in Dallas, Fort Worth and Houston, Rone continues to be one of the fastest growing firms in the industry. At the heart of our growth has been a commitment to excellence, the desire to provide meaningful work for our employees and a passion for involvement in our clients. Our staff of over 100 professionals is dedicated to providing creative cost - effective solutions for our customers. We have a well- earned reputation for being an "on- time" team player even when faced with the most challenging engineering and construction projects. Rone's offices are each operated in accordance with ASTM D3740 and ASTM E329. Rone is one of the three firms to hold A2LA laboratory accreditation for materials testing in the metroplex. Please see www.a2la.org for more information. We currently participate in the Cement and Concrete Reference Laboratory (CCRL) system of laboratory inspection. Furthermore, Rone has developed and implemented an internal QA/QC program for the benefit of our clients. Our program is built around three key building blocks. First, we provide access to training and continuing education for our personnel through internal as well as external resources. Some of the programs that Rone utilizes include: • American Concrete Institute (ACI) • National Institute for the Certification of Engineering Technicians (NICET) • Post Tension Institute (PTI) • International Conference of Building Officials (ICBO) • Precast, Prestressed Concrete institute (PCi) • American Welding Society (AWS) • American Society of Mechanical Engineers (ASME) • Texas Department of Transportation (TxDOT) Second, our program involves regular verification of equipment calibration and compliance. Finally, Rone performs random audits of field personnel as they perform their services in the field on a daily basis. Rone also regularly performs internal reviews of laboratory testing procedures, report review procedures and project staffing requirements and procedures and document these findings. Rone's QA/QC files are open for review at any time by our clients. In the following sections, we will give you an overview of our services, provide a summary of successful projects we have recently completed, list several of our important customers and introduce you to some of our key employees. Thank you for considering Rone and we look forward to being part of the construction team on your next project. Page 1 Rone Engineers—City of Coppell DALLAS 8908 Ambassador Row Dallas, TX 75247 214.630.9745 FORT WORTH 2696 Gravel Drive Fort Worth, TX 76118 817.284.1318 HOUSTON 6300 Rothway, Suite 150 Houston, TX 77040 713.996,9979 OFFICE LOCATIONS Page 2 rY.01, Rone Engineers —City of Coppell Rone is prepared to provide all necessary services /inspections /testing as will be required for the referenced project. Our offices include over 80,000 square feet of space that house more than 100 professionals as well as state of the art equipment. Rone's construction materials professionals have extensive experience in materials testing and inspection services for projects of this type and scope as demonstrated in our project portfolio. Rone will provide a single point of contact in our office for the project. In addition, we will devote a senior level field technician to this project. Rone's personnel, which include in excess of 55 field technicians, are directed through our central dispatch system to provide timely distribution of our work force for all of our projects. The size of our staff makes Rone a logical choice for a project of this magnitude, as we are able to provide in -house personnel who will work closely with the lead technician throughout the life of the project. Such flexibility provides the customer with a higher degree of confidence that the project will run smoothly and is less likely to experience disruption due to continually changing personnel. We are often asked to provide daily and /or weekly delivery of reports to accommodate our customers' needs. We will create such a delivery schedule as may be needed for the project to be successful. Additional reporting capacity to our clients is available with our web site at www.roneengineers.com. Rone will post all reports for the project online for viewing by our clients (password protected) along with a selected distribution list at our client's request. Specific on -site scheduling of personnel for this project will be performed by the senior field technician assigned to the project in conjunction with our central dispatch system. All testing required to be performed on the project will conform to the appropriate governing standards. Rone will issue all final reports in accordance with timeframes agreed upon prior to project commencement. We would be pleased to discuss report delivery timeframes in greater detail prior to initial project activity so that all persons are in agreement as to expected report delivery given the variety of reports that may be required for this project. Rone's assigned project manager will be responsible for reviewing all reports, invoicing and budget updates. The project manager will have the responsibility of assuring that all reports are turned in and reviewed as well as assisting the senior field technician with day -to -day duties. The members of the project team for this project are as follows: Licensed Engineers (PE): Mark Gray Tony Janish Graduate Engineers: Larry Bracken Rodolfo Lomas Engineering Technicians: Lanny Gist Richard Bullion Project Manager: Clay Stark Special Testing: Jack Gary Certified Welding Inspectors: Ron Cuba Quality Assurance /Quality Control: Dennis Taylor Page 3 Rone Engineers —City of Coppell C SERVICES OFFERED SOIL LABORATORY TESTS • Liquid Limit, Plastic Limit, Plasticity Index; with /without lime • Line Series ph /PI • Unified Soils Classification • Grain Size Analysis • Hydrometer Analysis • Dry and Wet Sieve Analysis • No. 200 Sieve Decantation • Visual Classification SOIL BASE MATERIALS • Soil -Lime Gradations • Limed Soil Depth Verification • Standard and Modified Proctor • TxDOT 113E, 114E • CBR; single and multiple • Relative Soil Density • TxDOT Triaxial Tests OTHER PHYSICAL TESTS • Specific Gravity • TxDOT Wet Ball Mill • Los Angeles Abrasion • Sodium or Magnesium Sulfate CONCRETE • Mix Design /Compliance • Aggregate Sieve Analysis • Verification of Scales • Materials Sampling • Specific Gravity • Unit - Weights • Fineness Modulus • Water /Cement Ratio CORING AND SAWING • Slabs, Walls, Beams • Stabilized Base • Concrete Core Testing CONCRETE (PCC) TESTS • Cast/Cure Test Specimens • Compressive Strength Tests • Flexural Strength Tests • Slump of Fresh Concrete • Air Content of Concrete • Unit Weight / Yield of Fresh Concrete • Temperature of Fresh Concrete HOT MIX ASPHALT • Extraction /Gradation • Sieve Analysis • Sand Equivalent Test • Stability Test • Laboratory Density • In -Place Density Test • Depth Check ASPHALT (AC) TESTS • Hveem, Marshall Method • Gradations • Screenings • Mixing /Molding • Hot Bin Analysis STRUCTURAL STEEL • Welding Inspection (CWI) • Steel Erection Inspection (CWI) • Ultrasonic Testing (Level II) • Ultrasonic Thickness Testing • Magnetic Particle Testing (Level II) • Liquid Penetrate Inspection (Level II) • Fabrication Shop Inspection • Radiographic Inspection • Paint Thickness Inspection • Bolt Tensioning Verification • Welder Qualification Test • Welder Procedure Specifications • Procedure Qualification Records REINFORCING STEEL • Shipment Verification • Size, Grade, Number, Type and Splices • Placement Inspection • Tensile Strength, Yield POST TENSION • Placement Inspection • Elongation Verification • Gauge Calibration • Tensile Strength, Yield FIREPROOFING • Thickness Inspection • Density Testing • Bond Testing Page 4 Rone Engineers —City of Coppell MUNICIPAL / GOVERNMENT CITY OF COPPELL — CREEKVIEW DRIVE AND FREEPORT PARKWAY, COPPELL, Construction Material Testing CITY OF COPPELL —RUBY ROAD, COPPELL, TX Construction Material Testing CITY OF COPPELL— MEADOWCREEK/ROLLING HILLS 8" WATERLINE WA 99 -01, COPPELL, TX Construction Material Testing CITY OF COPPELL — RIVERCHASE ELEVATED SIDEWALK, COPPELL, TX Construction Material Testing CITY OF COPPELL — BETHEL SCHOOL ROAD RECONSTRUCTION ST 02 -02, COPPELL, TX Construction Material Testing TX CITY OF COPPELL— SHADOW RIDGE ESTATES RETAINING WALL, COPPELL, TX Construction Material Testing CITY OF COPPELL— SERVICE CENTER SANITARY SEWER SS 02 -01, COPPELL, TX Construction Material Testing TODD RECK WATER UTILITIES —LAKE CHAPMAN WATER SUPPLY, COLLIN / DENTON COUNTY, TX Geotechnical Engineering, Cons_ truction Material Testing CITY OF IRVING —LA VILLITA BOULEVARD, IRVING, TX Construction Material Testing CITY OF IRVING -2002 SANITARY SEWER REPLACEMENT, SECTION II, IRVING, Construction Material Testing CITY OF IRVING —LA VILLITA PHASE IA, UTILITY, PAVING & DRAINAGE, IRVING, Construction Material Testing CITY OF IRVING- -2"_STREET BR—IDGE MODIFICATION, IRVING, TX Construction Material Testing CITY OF IRVING — GRAUWYLER RAILROAD SEPARATION PROJECT, IRVING, TX Construction Material Testing CITY OF IRVING -2001 WATER REPLACEMENT, SECTION IV, IRVING, TX Construction Material Test! CITY OF IRVING -54" TREATED WATER TRANSMISSION LINE, IRVING, TX Construction Material Testing CITY OF IRVING VISITOR'S AND CONVENTION BUREAU, IRVING CONVENTION CENTER, IRVING, TX Geotechnical Engineering and Construction Material Testing CITY OF WAXAHACHIE— COUNTRY CLUB SANITARY SEWER, IRVING, TX Construction Material Testing TX W CITY OF WAXAHACHIE -2001 STREET REHABILITATION, WAXAHACHIE, TX Construction Material Testing CITY OF WAXAHACHIE —GROVE CREEK TRUNK SEWER PHASE III, WAXAHACHIE, TX Construction Material Testing CITY OF UNIVERSITY PARK — ANNUAL ALLEY CONTRACT, UNIVERSITY PARK, Construction Material Testing Page 5 W Rone Engineers —City of Coppell MUNICIPAL / GOVERNMENT (continued) CITY OF SOUTHLAKE— PAVEMENT DISTRESS, SANITARY SEWER & WATER IMPROVEMENTS, RAINTREE VICINITY, SOUTHLAKE, TX Construction Material Testing CITY OF SAGINAW -2000 STREET REHABILITATION, SAGINAW, TX Construction Material Testing CITY OF PLANO— ARTERIAL CONCRETE REPLACEMENT PHASE I AND PHASE 11, PLANO, TX Construction Material Testing CITY OF PLANO -14TH STREET, AVENUE H TO AVENUE K RECONSTRUCTION, PLANO, TX Construction Material Testin�� CITY OF PLANO— MIDWAY ROAD IMPROVEMENTS, PLANO PARKWAY, PARKER ROAD, PLANO, TX �LConstruction Material Testing CITY OF HURST —HURST MAIN FIRE STATION RENOVATION & ADDITION, HURST, TX Construction Material Testing CITY OF HURST —HURST ATHLETIC COMPLEX, HURST, TX Construction Material Testing CITY OF GREENVILLE — GREENVILLE EXCHANGE BUILDING STRUCTURE EVALUATION, GREENVILLE, TX Construction Material Testing CITY OF GREENVILLE— INDOOR RECREATION CENTER, GREENVILLE, TX Construction Material Testing CITY OF GREENVILLE —DENT ROAD PROJECT A, GREENVILLE, TX Construction Material Testing CITY OF DESOTO— MOC KING BIRD HILLS SECTION IV, PHASE II, DESOTO, TX Construction Material Testing CITY OF DALLAS WATER UTILITIES —LAKE FORK RAW WATER UTILITIES TRANSMISSION LINE, PHASE 1 Construction Material Testing CITY OF DALLAS — CHLORINE BASIN IMPROVEMENTS, DALLAS, TX Construction Material Testing CITY OF DALLAS— THURSTON DRIVE, DALLAS, TX Construction Material Testing CITY OF DALLAS — CENTRAL WASTE WATER TREATMENT PLANT, BASIN A, DALLAS, TX Construction Material Testing j CITY OF BEDFORD — CENTRAL DRIVE RECONSTRUCTION, BEDFORD, TX Construction Material Testing CITY OF ALLEN — EXCHANGE PARKWAY, ALLEN, TX Construction Material Testing Page 6 Rone Engineers —City of Coppell MUNICIPAL / GOVERNMENT (continued) CITY OF ALLEN — CELEBRATION PARK, ALLEN, TX Construction Material Testing CITY OF ALLEN —ANGEL PARKWAY / MALONE ROAD IMPROVEMENTS, ALLEN, TX Construction Material Testing _ TARRANT COUNTY COLLEGE DISTRICT, FIRE TECHNOLOGY TRAINING CENTER — FT. WORTH, TX Geotechnical Engineering and Construction Materials Testing CARROLLTON JUSTICE CENTER— CARROLLTON, TX Construction Materials Testing NEW LEWISVILLE CITY HALL — LEWISVILLE, TX Geotechnical Engineering and Construction Materials Testing WESTERN CURRENCY FACILITY —FORT WORTH, TX Construction Materials Testing DALLAS CONVENTION CENTER — DALLAS, TX Construction Materials Testing GEORGE L. ALLEN, SR. CIVIL COURTS BUILDING — DALLAS, TX Twelve story building addition with below grade parking structure Geotechnical Engineering completed, Construction Materials_ Testing (awaiting start date_) JUVENILE JUSTICE CENTER — DALLAS, TX Addition and alternations Geotechnical Engineering TARRANT COUNTY LAW CENTER —FORT WORTH, TX Six story courts building and parking garage Geotechnical Engineering DFW AIRPORT RUNWAY EXPANSION Construction Materials Testing DFW AIRPORT TERMINAL D PAVING Construction Materials Testing DFW PARKING GARAGE NORTH TOWER Construction Materials Testing ELEANORE MARSHALLING YARD —NEW ORLEANS, LA Quality Control NTTA — PRESIDENT GEORGE BUSH TURNPIKE SEGMENT II (DNT 314, DNT 316, DNT 319, DNT 320, DNT 32 AND BARRIER PLAZA #6 DNT 311) Testing /inspection of soils, concrete, precast concrete, asphalt and structural steel DALLAS NORTH TOLLWAY, STATE HIGHWAY 121 EXPANSION (DNT 393) Testing /inspection of soils, concrete and asphalt Page 7 Rone Engineers —City of Coppell PROJECT PORTFOLIO (Continued) COMMERCIAL LOOKOUT OFFICE PARK— RICHARDSON, TX Three story and six story building plus two parking garages – cast -in place concrete buildings Geotechnical Engineering, Construction Materials Testing GRANITE TOWERS— RICHARDSON, TX Multi -story cast -in place concrete building Geotechnical Engineering, Construction Materials Testing RADIO SHACK RIVERFRONT CAMPUS WORLD HEADQUARTERS —FT. WORTH, TX Under construction 900,000 square foot facility – multiple cast -in place buildings Construction Materials Testing CONTAINER STORE DISTRIBUTION CENTER— COPPELL, TX 1.1 million square feet Construction Materials Testing, Structural Steel AMERICAN LEATHER — DALLAS, TX 340,000 square foot warehouse Geotechnical Engineering, Construction Materials Testing WALGREEN'S DISTRIBUTION CENTER— WAXAHACHIE, 700,000 square feet Construction Materials Testing, Structural Steel DOLLAR TREE DISTRIBUTION CENTER — MARIETTA, OK 650,000 square feet Geotechnical Engineering, Construction Materials Testing INSTITUTIONAL TX LAS COLINAS MEDICAL CENTER— IRVING, TX Geotechnical Engineering and Construction Materials Testing CHILDREN'S MEDICAL CENTER — DALLAS, TX Two new parking structures Geotechnical Engineering, Construction Materials Engineering and Testing JOHN PETER SMITH HOSPITAL DISTRICT —FORT WORTH, TX Engineering and Construction Materials Testing and Inspection VA HOSPITAL COMMUNITY CENTER AND PARKING LOT — DALLAS, TX Geotechnical Engineering and Construction Materials Testing VA HOSPITAL ONCOLOGY CENTER — DALLAS, TX Construction Materials Testing HARRIS METHODIST HOSPITAL, MEDICAL OFFICE BUILDING, PHASE I— FT. WORTH, TX Construction Materials Testing Page 8 Rone Engineers —City of Coppell INSTITUTIONAL (continued) ARLINGTON MEMORIAL HOSPITAL — ARLINGTON, TX Special Construction Materials Testing _ VA MEDICAL CENTER PARKING IMPROVEMENTS — DALLAS, TX j Geotechnical Engineering MEDICAL CITY HOSPITAL BUILDING E— DALLAS, TX Geotechnical Engineering, Construction Materials Testing (awaiting start date) SOUTHERN METHODIST UNIVERSITY— DALLAS, TX Doak Walker Memorial Plaza, Summer 2001 – Winter 2001: Geotechnical Engineering and Construction Materials Testing Blanton Student Center: Geotechnical Engineering and Construction Materials Testing Pedestrian Mall: Geotechnical Engineering and Construction Materials Testing Dedman Center for Lifetime Sports – Project Ongoing: Geotechnical Engineering and _Construction Materials Testing___ TEXAS A &M UNIVERSITY SYSTEM Student Housing Building at Tarleton State University, Spring 2001: Construction Materials Testing Recreation Center, Texas A &M at Commerce: Geotechnical Engineering Temple Building – Commerce: Construction Materials Testing TEXAS CHRISTIAN UNIVERSITY —FT. WORTH, TX Moody Building – 2001: Structural X -ray Investigation Storm Drainage Improvements – 2001: Construction Materials Testing Various projects over past 7 years Basketball Facility: Geotechnical Engineering Waites Hall: Construction Materials Testing WEATHERFORD COLLEGE Baseball Facility: Geotechnical Engineering and Construction Materials Testing HILL COLLEGE United Crescent Fellowship Hall: Geotechnical Engineering and Construction Materials Testing Below is a listing of some of the school districts for which we have provided Geotechnical Engineering and Construction Material Testing: ARLINGTON, ISD BURLESON, ISD CEDAR HILL ISD COMMUNITY ISD CARROLLTON / FARMERS BRANCH ISD CLEBURNE ISD DESOTO ISD EAGLE MOUNTAIN / SAGINAW ISD FORT WORTH ISD FRISCO ISD GRAND PRAIRIE ISD GREENVILLE ISD HIGHLAND PARK ISD KELLER ISD MANSFIELD ISD SPRINGTOWN ISD WYLIE ISD ARGYLE ISD PLANO ISD RICHARDSON ISD Page 9 Rone Engineers —City of Coppell RESIDENTIAL DREES CUSTOM HOMES Geotechnical Engineering and Construction Materials Testing BLACKARD DEVELOPMENT Geotechnical Engineering and Construction Materials Testing LENNAR HOMES OF TEXAS Geotechnical Engineering and Construction Materials Testing RYLAND HOMES ' Geotechnical En ineering and Construction Materials Testing KB HOME Geotechnical En ineering and Construction Materials Testing__ TRAMMELL CROW RESIDENTIAL Geotechnical En ineering and Construction Materials Testing CENTURION AMERICAN DEVELOPMENT Geotechnical Engineering and Construction Materials Testing WOODHAVEN HOMES Geotechnical Engineering and Construction Materials_ Testing BEAZER HOMES Geotechnical Engineering and Construction Materials Testing JAMES M. BROWN PARTNERS / SPRING HAVEN INVESTMENTS Geotechnical Engineering and Construction Materials Testing WESTERN RIM INVESTMENT ADVISORS Geotechnical Engineering and Construction Materials SOUTHWEST HOUSING Geotechnical Engineering and Construction Materials Testing LINCOLN PROPERTY COMPANY Geotechnical Engineering and Construction Materials Testing Page 10 Rone Engineers —City of Coppell MUNICIPAL / GOVERNMENT City of Allen City of Co ell City of Fort Worth City of Carrollton City of Dallas Ci of Greenville City of Irving City of Lewisville City of Plano _qLty of Hurst Ci of Lancaster City Mesquite City of North Richland Hills City of Terrell City of University Park City of Waxahachie Dallas County DFW Airport North Texas Tollwa Ellis County Tarrant County Town of Addison Texas Commission on Environmental Qualit City of Tomball Argyle ISD Arlington Memorial Hospital Children's Medical Center Fort Worth Country Day School Greenville ISD John Peter Smith Hospital Mabank ISD Melissa ISD Presbyterian Hospital Southern Methodist University Texas Christian University VA Hospital Ames Meadow, Ltd. Blackard Development D. Huffman Custom Homes Encino - Wisdom 11, Ltd. Heatherwood Homes Lennar Homes of Texas Mooreland INSTITUTIONAL Arlington ISD Baylor Hospital Eaale Mountain Saainaw ISD Grand Prairie ISD Harris Methodist Hospital Las Colinas Medical Center Medical City Parkland Health & Hospital Rockwall ISD Texas A &M University Texas Health Systems Weatherford College RESIDENTIAL NuRock Group, Inc. Southern Oaks Housing, LP Spring Haven Investments, Inc. Western Rim Investment Advisors Beazer Homes Centurion American Develc Drees Custom Homes GTF Design KB Home _ Lincoln Priiperty Company Nu Home Designs, LLC One Carter Ranch, LP Southwest Housing Trammell Crow Residential Woodhaven Homes Page 11 Rone Engineers —City of Coppell Ameritas Life Insurance Avex Properties Benderson Development Cousins Properties Fedex Ground Neiman Marcus Omni Panattoni Sebastian & Associates OWNER / DEVELOPERS Armstrong / Gustine Development Ben E. Keith Company Commercial Structures and Interiors Duke Realty Services, LP Jordan Paving NFI Real Estate Opus West Radio Shack Rummell Oil Company Halliburton Enerav Services GENERAL CONTRACTORS Austin Bridge & Road, Inc. Binks Construction Bar Constructors Brid ewood Construction Duke Construction Clancy and The s Granite Construction Company Harrison, Walker & Harper Haws & Tingle Hill & Wilkinson Kellogg Brown & Root Meridian Commercial Phillips / May Corporation Pyramid Building Systems Site Concrete - - -- Thaten Construction MEDCO Construction Panattoni Construction Purple Mountain Construction Raphael Construction Sunmount Corporation The Ridgemont Company Boka Powell Callahan & Freeman Corgan Associates Good Fulton Farrell Hahnfeld Hofer Stanford_ James Kirkpatrick LBL Architects Turner Boaz Stocker VLK Architects ARCHITECTS Brown Reynolds Watford Claycomb & Associates F &S Partners GSBS Batenhorst Huckabee & Associates Larsen Dye Associates PBK Architects Vidaud Associates WD Partners Page 12 Rone Engineers —City of Coppell REPRESENTATIVE CLIENT LIST (Continued) ENGINEERS Alan Plummer Associates Bentley Engineering Carter & Burgess ! Charles Goer & Associates Crannell, Crannell and Martin Daniel & Brown Engineering Concepts & Design Frank Neal Associates Freese & Nichols GSW Washington Associates _ --1 Halff & Associates, Inc. HDR Engineering HNTB Huitt Zollars Hunter Associates Intertech Design Jater Quintanilla Lee & Baldauf Lockwood Andrews Newman Merritt & Harris Petitt & Associates RL Goodson Thompson Roberts Corporation TranSystems Corporation USA Engineers Zinser Grossman Page 13 Rone Engineers —City of Coppell MARK D. GRAY, P.E. Vice President PROFESSIONAL EXPERIENCE Mr. Gray is responsible for engineering review and the continued professional growth and development of the engineering services available at Rone. Since his induction to the business in 1984, Mr. Gray has been involved in all aspects of the testing and inspection industry. Mr. Gray's career started as a Field Engineering Technician. From there, Mr. Gray went on to work as a Project Manager in materials testing and environmental consulting. He has also conducted geotechnical investigations and special testing projects. He has been in management positions since 1991 and has officed in Texas, Oklahoma, Kansas and Missouri. Examples of service activities Mr. Gray has been involved in include drilled pier observation and inspection, load tests, soil inspection and testing, floor flatness, post- tensioning, forensic investigations, expert witness services, environmental site investigations, containment delineation and remediation, construction materials testing and inspection, roofing inspection and business development. PROJECT EXPERIENCE • De- tension and re- tension of below -grade parking structure beneath 17 -story office tower; • Inclinometer study of cribwall / slope failure; • Project management of several multi -story buildings; • Environmental assessment, contaminant delineation and soil and groundwater remediation of proposed development site in Oklahoma; • Investigation of structural failure of building in Fort Worth, Texas; • Expert testimony services on a variety of projects. EDUCATION Bachelor of Science -Civil Engineering, 1984, University of Texas at Arlington CERTIFICATIONS OSHA 40 hour, 1988 & refreshers REGISTRATIONS Professional Engineer, Texas, 1989 ( #67901) CERTIFICATIONS ASCE American Society of Civil Engineers TSPE Texas Society of Professional Engineers CEC Council of Engineering Consultants SEAoT Structural Engineering Associates of Texas Page 14 Rone Engineers —City of Coppell THEODORE A. (TONY) DANISH, P.E. Director of Engineering PROFESSIONAL EXPERIENCE Theodore Janish has over twenty years experience in management, execution, and reporting of geotechnical engineering and construction materials testing projects. Mr. Janish spent the early portions of his career as a field geotechnical engineer, gaining experience in many types of projects, including high rise structures, industrial and commercial projects, power plants, residential development, and specialty projects. Currently, as a Director of Engineering, Mr. Janish uses his extensive field experience to analyze problems and situations, and develop practical, cost - effective geotechnical solutions. PROJECT EXPERIENCE Mr. Janish's experience specifically includes evaluations and studies on schools, high rise structures, heavy and light manufacturing facilities, earthen dams, highway pavements and bridges, railroad bridges and subgrades, electric power plants, site development, and waste water treatment projects. He was the resident geotechnical engineer for a major power plant expansion project, and has also worked on numerous special geotechnical projects including instrumentation of earth slopes, braced cuts and fills; full -scale load tests for drilled shafts, auger piles, and driven piles; and evaluation of existing dams and spillways. Mr. Janish has extensive experience in geotechnical- related distress and forensic investigations, including commercial buildings, residential structures, pavements, cut slopes, embankments, and earth retaining structures. He has also served as an expert witness in legal cases. Multiple -site package for commercial and investment portfolios including healthcare facilities, multi - residential developments, and gypsum plants. EDUCATION Bachelor of Science in Civil Engineering, Michigan Technological University, 1981 Masters of Science in Civil (Geotechnical) Engineering, Michigan Technological University, 1983 Numerous Continuing Education Classes and Seminars CERTIFICATIONS American Society of Civil Engineers Registered Professional Engineer in Texas and Michigan Page 15 Rone Engineers —City of Coppell LARRY BRACKEN, BSCN Construction Materials Testing /Inspection Division Manager PROFESSIONAL EXPERIENCE Mr. Bracken is responsible on a daily basis for proposal preparation, budget control, project planning, manpower allocation and technical consultation in all aspects of construction services including concrete design and testing, asphalt, soil and steel testing and inspection for the Dallas, Forth Worth and Houston locations. He supervises over 60 people on a daily basis. Mr. Bracken brings over 25 years experience in the construction business to Rone. He owned his own construction firm for over 17 years before entering one QA/QC aspect of the business. He has actively managed multiple testing laboratories since 1994. PROJECT EXPERIENCE • General Motors Plant, Arlington, TX • AAFES Expansion, Waco, TX • 3M Expansion, Brownwood, TX • DSC, Plano, TX • Adams Mark Hotel, Dallas, TX • Allstate, Building E, Irving, TX • Hisus U -2 Expansion, Irving, TX • DART SOC Bus Facility, Dallas, TX • True -Sery Expansion, Corsicana, TX • Tollway Plaza Twin Towers, Dallas, TX • NTTA George Bush Turnpike, Dallas, TX • Fairmont Apartments (8- story), Dallas, TX • Lone Star Jockey Club, Grand Prairie, TX • Nextstage, Grand Prairie, TX • Walgreens Distribution Center, Waxahachie, TX • Dollar Tree Distribution Center, Marietta, OK • Sysco Distribution Center, Lewisville, TX EDUCATION Bachelor of Science, Chemical Engineering University of Lowell, Lowell Massachusetts CERTIFICATIONS Troxler Certified Page 16 Rone Engineers —City of Coppell KEY PERSONNEL QUALIFICATIONS (Continued) RODOLFO LOMAS, E.I.T. Geotechnical Engineer PROFESSIONAL EXPERIENCE Mr. Lomas began his career with the Texas Department of Transportation in the design section where he was designing the Hydraulic network of a US highway in El Paso, TX before coming to work for Rone Engineers. At Rone, Mr. Lomas manages geotechnical projects under the direction of a registered engineer. All aspects of scheduling, laboratory testing, report and proposal preparation are performed by Mr. Lomas. PROJECT EXPERIENCE • Texas A &M at Commerce recreational facility • Office /warehouse in Plano, Texas • Residences at Lakes on Legacy in Frisco, Texas • Runyon Springs subdivision in Dallas, Texas • Green Healthy Building in Irving, Texas • 7- eleven stores in Frisco, Texas EDUCATION Bachelor of Science, 1998— University of Texas at El Paso Master of Science, 2000 — University of Texas at El Paso CERTIFICATIONS ASHTO Certification Highway Capacity Manual certification E.I.T., October 2000 Page 17 Rone Engineers —City of Coppell LANNY GIST Construction Materials Technician PROFESSIONAL EXPERIENCE Mr. Gist has 21 years experience as a construction materials technician in the Dallas / Fort Worth area. He has extensive experience in pier inspection, concrete inspection, batch plant inspection, lime stabilization inspection, nuclear testing of soil and soil aggregates and laboratory testing procedures. PROJECT EXPERIENCE • Freeport 10 Distribution Center — Coppell, Texas • Tarrant County College District Fire Technical Training Center — Fort Worth, Texas • Next Stage Entertainment Center — Grand Prairie, Texas • TCU Fine Arts Building — Fort Worth, Texas • Presbyterian Hospital — Denton, Texas • Donna Shepard Intermediate School — Mansfield, Texas • Ridgmar Mall Additions — Fort Worth, Texas • Dollar Tree Distribution Center — Marietta, Oklahoma • Federal Medical Center — NAS Carswell AFB — Fort Worth, Texas CERTIFICATION Troxler Certification ACI Concrete Page 18 Rone Engineers —City of Coppell RICHARD BULLION Construction Materials Technician PROFESSIONAL EXPERIENCE Mr. Bullion has 30 years experience as a construction materials technician in the Dallas / Fort Worth area. He has extensive experience in pier inspection, concrete inspection, batch plant inspection, lime stabilization inspection, nuclear testing of soil and soil aggregates and laboratory testing procedures. PROJECT EXPERIENCE • Black Socks Nuclear Plant — Inola, Oklahoma • Exxon Oil Shale Project — Parachute, Colorado • Oxy Chemical Plant — Corpus Christi, Texas • Alamo Dome — San Antonio, Texas • Super Conducted Super Collider — Waxahachie, Texas CERTIFICATION Troxler Certification ACI Concrete Level I Page 19 Rone Engineers —City of Coppell CLAY STARK Project Manager PROFESSIONAL EXPERIENCE Mr. Stark has experience working as an engineering technician since 1999 exclusively in the Dallas/ Fort Worth area. His hands -on experience serves him well as a Project Manager. PROJECT EXPERIENCE • City of Coppell, Coppell, TX • City of Irving, Irving, TX • City of Waxahachie, Waxahachie, TX • City of Plano, Plano, TX • City of Greenville, Greenville, TX • City of University Park, University Park, TX • City of Allen, Allen, TX • Grand Prairie ISD, Grand Prairie, TX • Highland Park High School, Highland Park, TX • Texas A &M Instructional Recreation Center, Commerce, TX • Southern Methodist University, Dallas, TX • Lewisville City Hall, Lewisville, TX • United Way Office Building, Dallas, TX • Fairmount Apartments, 8 story, Dallas, TX • Walgreen's Distribution Center, Waxahachie, TX • Northeast Hold Pad, DFW Airport • Terminal D Apron and General Aviation Hardstand Paving, DFW Airport • Runway 18R Extension and High Speed Exit E3, DFW Airport EDUCATION Stephen F. Austin State University Bachelor of Science Master of Science CERTIFICATIONS Troxler Certified — Radiology Safety and Gauge Operation ACI Level I Concrete —Field Testing Technician Page 20 Rone Engineers —City of Coppell JACK GARY Special Testing Manager PROFESSIONAL EXPERIENCE Mr. Gary has worked in the field of Special Testing Services since 1981, and routinely tests and /or calibrates post tension equipment, reinforcing steel, anchoring systems, dimensional and architectural stone, pre -cast products for building facades, tempered glass and cargo restraint systems. Mr. Gary can design and build the testing devices and procedures necessary to meet your special testing needs. Testing Projects include: • Tension tests on rooftop window washer retainers • Load tests on numerous multi -story buildings with suspected structural deficiencies • Roof inspections on both built -up and single -ply systems • Tensile testing of reinforcement in old structures • Locating of concrete embedded reinforcements, anchorage systems, etc. • Tension tests on anchorage systems • Lateral load tests on retaining wall structures • Physical testing of stone cladding and anchoring systems, worldwide • Static, cyclic, and dynamic testing of raised access floor systems for both domestic and international clients • Furniture testing, handle and pull testing • Impact testing of tempered and laminated glass PROJECT EXPERIENCE • Truswall Systems — 1995 ANSI Certification of Metal Connector Plate Evaluation • S Line — Performance Tests of Ratcheting Tie -Downs for Department of Defense Contract • Hae Kwang — Seoul, Korea — Concentrated and Rolling Load Tests on Raised Access Floor Systems • Meadow Steel Company — Quality Control Tensile Testing of Splice (coupler) assemblies for reinforcing steel • Maxim Technologies — Shreveport, LA — Peel and Shear Tests of HDPE Geomembrane for sludge pond liner • Mobiliario — Mexico City, Mexico — Performance Tests of Auditorium Seating • Aaron's Rent — Static, dynamic, and cyclic testing of office furniture • Artco -Bell — Cyclic testing on stadium seating • Puma Technologies — Tensile, elongation, and adhesion tests on nonconductive teflon tape • Georgia- Pacific — Durability tests on laminated cabinetry at accelerated temperatures EDUCATION Memphis State University, Undergraduate Studies Page 21 Rone Engineers —City of Coppell RON CUBA, C.W.1. Certified Welding Inspector PROFESSIONAL EXPERIENCE Mr. Cuba has twenty eight (28) years of experience in the Construction Inspection Services industry including non - destructive examination, ASME and AWS D1.1 construction codes. He has been successful in the training and mentoring of code welders. His work experience includes visual inspection as well as NDT inspection of welding processes, structural steel, pipe and fabrication. PROJECT EXPERIENCE • Presbyterian Hospital of Denton -New Facility- 900,000 + sq. ft., Denton, TX • Ashton Place -22 story, Dallas, TX • Radio Shack World Headquarters • GPISD Bond Program - Multiple Schools, Grand Prairie, TX • FWISD- Multiple Schools, Fort Worth, TX • Western Currency Facility, Fort Worth, TX • Freeport X- 1,000,000 sq.ft. facility, Carrollton, TX • Dollar Tree Distribution Center, Marietta, OK • Sysco Foods Distribution Center, Lewisville, TX • City of Irving Heritage Square, Irving, TX • City of Hurst Main Fire Station, Hurst, TX • City of Hurst Athletic Complex, Hurst, TX • Cash America Building, Fort Worth, TX • First United Methodist Church, Grapevine, TX CERTIFICATION Certified Welding Inspector, #97040341 Liquid Penetrant Magnetic Particle Ultrasonic Thickness Inspection Page 22 Rone Engineers —City of Coppell DENNIS TAYLOR Director of Quality Assurance /Quality Control PROFESSIONAL EXPERIENCE Mr. Taylor has worked in all phases of Construction Materials Testing /Inspection and Engineering since 1979, and serves as the Corporate Quality Assurance /Quality Control (QA/QC) Officer for Rone's Dallas, Fort Worth and Houston locations. In this critical position, Mr. Taylor reports directly to the President of Rone Engineers. His QA/QC program and reporting programs sets Rone apart from other Dallas, Fort Worth and Houston testing firms. PROJECT EXPERIENCE • Arlington Municipal Landfill — Arlington, TX: On site QA/QC for a 810,000 sq. ft. solid waste cell • Allred Maximum Security Prison — Wichita Falls, TX: On site QA/QC for the State of Texas • McCommas Bluff Landfill —City of Dallas, TX: On site QA/QC for a 960,000 sq. ft. solid waste cell • Southlake Town Square – Phase 1— Southlake, TX: Site management in charge of testing & inspection for soil, rebar, concrete & pier inspection • Dallas Convention Center Expansion & Veriport— Dallas, TX: Site management in charge of concrete, soil, pier, rebar & post- tensioning inspection • GTE Telops Headquarters —Las Colinas, TX: Site management in charge of concrete, soil and pier inspection • Heritage Industrial Park — Grapevine /Southlake, TX: Site management in charge of soil, concrete, rebar & pier inspection • Super Conducting Super Collider Basic tunnels from N25 to N55: Soil and concrete testing • Frito -Lay National Headquarters — Plano, TX: Site management in charge of concrete and soil inspection • Frito -Lay Headquarters, Lower Dam Reconstruction — Plano, Texas: Site management in charge of concrete, soil, and rebar inspection EDUCATION • National Institute for Certification in Engineering Technologies • Associates Engineering Technician Certification for Soils (AET) • Engineering Technician Certification for Concrete (CET) • NICET Certification #070973 • University of Texas, Construction Research Center, Advanced Properties of Concrete • American Concrete Institute (ACI Basic Concrete Technology • American Concrete Institute (ACI) Concrete Field Testing Technician • Troxler Electronic Laboratories, Inc. - Training Course for Radiological Safety & Gauge Operation • Basic Concrete Mix Designs, - Southwestern Laboratories, Inc. • Basic Post - Tensioning Training, - Southwestern Laboratories, Inc. • Professional Liability Training, Southwestern Laboratories, Inc. • Training course for Radiological Safety & Gauge Operation, - Southwestern Laboratories, Inc. CERTIFICATIONS NICET III Concrete Associates Engineering Technician for Soils (AET) Engineering Technician for Concrete (CET) Page 23 Rone Engineers —City of Coppell TRIAXIAL BOARDS & CELLS • Brainard Kilman Cells • Brainard Kilman, Model S -500 Boards • Soil Test Cells • Soil Test, Model 4220 Boards CONSOLIDOMETERS • Brainard Kilman Pneumatics, Model 4500 • Soil Test Twin Frames • Swell Test Frames DIRECT SHEAR MACHINES • Wykeham Farrance Model 1002 COMPRESSION/TENSION MACHINES • 30 Ton Hollow Core Ram & Pump • 50 KIP Universal Load Cell • Baldwin 60,000 lb. Universal Machine • Forney 300,000 lb. Universal Machine • Forney 600,000 lb. Universal Machine • Rainhart Beam Tester • Soil Test Unconfined Compression • Test Mark 400,000 lb Compression Machine • Forney 400,000 lb Compression Machine PERMEABILITY • Fixed -Wall Falling Head Permeability Flexible -Wall Constant -Head Permeability CALIFORNIA BEARING RATIO • Humboldt CBR Loading Frame VIBRATORY TABLES • Eberback Shaking /Vibration Table • Ploog Sand Equivalent Shaker METERS • Digital pH Meter, Altex Model 3500 • Resistivity Meter -Bison ELECTRONIC BALANCES • Denver Instrument 6100 gram • Gram Precision 230 gram • Ohaus 220 lb. • Ohaus 4000 gram • Sartorius 1/10,000 gram • Sartorius 1/100 gram Page 24 MISCELLANEOUS EQUIPMENT • Adams Centrifuge • Asphalt Ignition Oven • Bico Soil Pulverizer • Blending Machines, Hamilton Beach • Drying Ovens, Smimaden • Gilson Sample Spliter • Gilson Sieve Shaker • Gyratory Molding Press • Humboldt Grout Flow Cone • Hveem Stabilometer • Los Angeles Abrasion Machine • Rainhart Compaction Devices • Rebound Hammer • Rotap Sieve Shaker • Trimming Devices, Soil Test • Vacuum Extractor • Wet Ball Mill • Windsor Probe • Fluke Digital Thermometers • Digital Hygrometer • Core Drilling Equipment: Concrete /Asphalt WELDING INSPECTION • Digital Paint Thickness Tester • Guided Bend Roller Jig • Magnetic Particle Test Unit • Ultrasonic Meter • Proto 1,000 lb. Torque Wrench • Radiograph Viewing Machine • Ultrasonic Thickness Tester • UV Blacklight Assembly SPECIAL TESTING • Custom Build Test Fixtures • Glass Impact Test Frame • Rolling Load Apparatus for Raised Access Floor Systems • FACE Dipstick 2200 • Extech Sound Monitoring Meter • Hail Impact "cannon" test apparatus • Taber Abrasion Machine • Coefficient of Friction Apparatus (slip resistance) Rone Engineers —City of Coppell SERVICES • Angle Drilling • Continuous Soil Samplers • Hollow Stem Augers • Inclinometers • Moisture Verifications • Mud and Water Rotary Drilling • Piezometers • Resistivity Studies • Rock Coring • Seismic Studies DRILLING EQUIPMENT 2001 CME 55 • 250 - Gallon Water Tank • 2WD Ford 750 Chassis • 40 GPM Pump • Auto Hammers - 140 & 170 lb. • Diesel / Diesel Powered • Quick Mast Disconnect 1999 CME 75 • 250 - Gallon Water Tank • 2WD International 4900 Chassis • 435 Bean Pump, 35 GPM • Auto Hammers - 140 & 170 lb. • Gas / Gas Powered • Quick Mast Disconnect ALL TERRAIN GENCO DRILLING RIG • Articulated w /mud tires • 20 Foot Boom • Angle Drilling SUPPORT VEHICLES • 4 WD Pickup Trucks • Trailer Mounted Steam Cleaner • F -750 16 Foot Long Flat Bed Support Truck • 35 Foot Flat Bed Trailer PARTIAL TOOL LISTING • 10.25" I.D. Hollow Stem Auger • 6.25" I.D. Hollow Stem Auger • 4.25" I.D. Hollow Stem Auger • 6 -inch Diameter Flight Augers • 4 -inch Diameter Flight Augers • 10- foot Core Barrel • 5 -foot Core Barrel FIELD TESTS • SPT • THD Cone • Resistivity 1992 CME 75 • 500 - Gallon Water Tank • International 6x4 Diesel • 31-8 Water Pump • Wire Line Hoist • Auto Hammers - 140 & 170 lb. • Rig equipped with Cummins 6BT Deck Mounted Diesel Page 25 CORPORATE OFFICERS BUSINESS REFERENCES BANKING REFERENCES TAX Rone Engineers —City of Coppell Richard K. Leigh, Partner Harold W. Leigh, Partner Ford Motor Credit (A/C# 3647 -Leigh Engineering, Inc.) DBA: Rone Engineers P.O. Box 834101 Richardson, TX 75083 800.777.3429 Wright Express P.O. Box 6293m Carol Stream, IL 60197 -6293 800.492.0669 Certes Environmental Laboratories Credit Department 2209 Wisconsin #200 Dallas, TX 75229 972.620.7966 First American Bank 8401 North Central Expressway, Suite 500, LB 36 Dallas, TX 75225 Contact: Paul Voorhies 972.419.3362 IDENTIFICATION 34- 2010698 NUMBER McQueary Henry Bowles Troy, LLP 12700 Park Central Drive, Suite 1700 INSURANCE Dallas, TX 75251 Phone: 972.770.1637 Fax: 972.770.1699 Page 26 Rone Engineers —City of Coppell The Rone staff includes registered professional engineers, professional geoscientist, professional geologists, chemical engineering graduates, certified engineering laboratory technicians. Our staff holds the following certifications and licenses: technicians and TEXAS ENGINEERING LICENSE NUMBER F- 001572 REGISTERED PROFESSIONAL ENGINEERS (P.E.) Michigan, Virginia and Texas REGISTERED PROFESSIONAL GEOSCIENTIST (P.G.) WELDING CERTIFICATIONS — NATIONAL Texas CWI, ICBO, NDE Level II, MT, PT, VT, UT, RFI THMA _ Level IA, IB & II SENIOR ENGINEERING TECHNICIAN (S.E.T.) Nationwide CERTIFIED ENGINEERING TECHNICIANS (C.E.T.) Nationwide RADIOLOGICAL LICENSE Nationwide CORRECTIVE ACTION SPECIALIST Texas LICENSED MONITOR WELL DRILLERS Texas MOTOR CARRIER SAFETY D.O.T. REGISTERED ENVIRONMENTAL MANAGER HAZARDOUS MATERIALS SUPERVISOR CERTIFIED ASBESTOS INSPECTORS All Drilling Personnel Nationwide OSHA Licensed 48 States Nationwide ASBESTOS PCM LABORATORY Texas LICENSED INDIVIDUAL ASBESTOS CONSULTANTS Texas LICENSED ASBESTOS CONSULTANT AGENCY Texas Arkansas, Louisiana, New Mexico, Oklahoma and Texas UNDER GROUND & ABOVE GROUND TANK REMOVAL AND INSTALLATION OSHA/RESPIRATOR TRAINED All Drilling Staff rHA 40 -HOUR HAZWOPPER MANAGER SAFETY TRAINED Select staff Select staff RESPIRATOR TRAINED MEDICAL MONITORING DRUG FREE WORK PLACE A2LA AASHTO Select staff Select staff All staff subject to pre - employment and random drug testing Nationwide Nationwide Page 27 Rone Engineers—City of Coppell cn 0 r 0 a) ► 7� u 0 R, mv A .2 (n _OQ L- -E O tm CU O`_. E En a) c. LLJ C� 0 O u 0 E o 0 U) 0 0 0 Page 28 2 O W oll� Rone Engineers —City of Coppell Page 29 Fokj THE AMERICAN ASSOCIATION FOR LABORATORY ACCREDITATION ACCREDITED LABORATORY A2LA has accredited RONE ENGINEERS, LTD. Dallas, TX for technical competence in the field of Construction Materials Testing The accreditation covers the specific tests and types of tests listed on the agreed scope of accreditation. This laboratory meets the requirements of ISO /IEC 17025 - 1999 "General Requirements for the Competence of Testing and Calibration Laboratories" and any additional program requirements in the identified field of testing. Presented this 26'h day of April 2004. President For the Accreditation Council Certificate Number 2157 -01 Valid to May 31, 2006 For tests or types of tests to which this accreditation applies, please refer to the laboratory's Construction Materials Scope of Accreditation. Page 29 Rone Engineers —City of Coppell ** American Association for Laboratory Accreditation SCOPE OF ACCREDITATION TO ISO /IEC 17025 -1999 RONE ENGINEERS, LTD. 8908 Ambassador Row Dallas, TX 75247 Jav Canafax Phone: 214 630 9745 Valid To: May 31, 2006 Certificate Number: 2157 -01 In recognition of the successful completion of the A21-A evaluation process, accreditation is granted to this laboratory for: CONSTRUCTION MATERIALS ENGINEERING ASTM: E329 (materials), C1077 (concrete), D3740 (soils) CONSTRUCTION MATERIALS TESTING Concrete: ASTM: Aeeregates: ASTM: Soils: ASTM: * Site Tests C31* C39* C78* C138* C143* C172* C173* C192 C231* C293 C567 C617* C1064* C29 C40 C70 Cl 17 C127 C128 C131 C136 C535 C566 C702 D75* D421 D558 D698* D854 D1140 D1557* D2922* D3017* D4318* (A2LA Cert. No. 2157 -01) 04/26/04 Page 1 of 1 5301 Buckeystown Pace, Suite 350 * Frederick, MD 21704 -8373 a Phone: 301 -644 3248 • Fax: 301-662 2974 Page 30 Ro n e Engineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Client: In -Place Density Service Order Report No.: Project No.: Project: Date of Service: Contractor: _ Page of Requirements Density: ASTM D -2922 Gauge Manuf. & Model: Troxler Moisture: ASTM D -3017 Gauge Serial No.: Density Standard Counts Current: Moisture Standard Counts Current: Density Standard Counts Previous: Moisture Standard Counts Previous: Test Mode (DT / BS): Probe Depth: 0, 2, 4, 6, 8, 10, 12 Moisture / Density Relations No.: of Number Description Moisture Density 1 2 3 In -Place Density Test Results Test Test M/D Moisture Density Percent No. Location No. MC Content DC pcf Compactiol lbs wet % dry % lbs wet % dry % lbs wet % dry % lbs wet % dry % lbs wet % dry % lbs wet % dry % lbs wet % dry % lbs wet % dry % Remarks: Technician: Client Rep.: Time: Start: Stop: Contractor Notified of Results (Y / N)? LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, penurivance, etc.) ur any inner wamm Ot sututa suulect trauet pruvaeu uy petsutu Ot cunmuuus Over wmcu we nave nu cunuut. Um tenets atu reports ae wt ute excmave use ut Ole caents to wnum mcy ae atnreBJeU as sitan nut ue repruuuceu except ut'on wunout aw written appruvm Ot none cugmcets, uu. Rone Engineers to Client: Project: Locations and Items Inspected: 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Report of Reinforcing Steel Inspection Report No.: Project No.: Date of Service: Page of tams Inspected: Conforming Non Items Inspected: Conforming Non Items Inspected: Conforming Non Conforming Conforming Contbrmin g acing rawmgs pproved Bar n g Column ies Properly and Shape Tied and Spaced at Size Proper Bar Placement Stirrup Spacing at Grade Properly Tied Stirrup Type a Clean Dowel Bars in Place Lapped Splices am Clean Proper Bar Supports Corner Bars of Bars Proper Cover Mechanical Splices Discrepancies / Comments: Inspector's Signature: Client/Contractor Signature: Client/Contractor Copied with Results: Yes m LIMITATIONS: The test results presented herein were prepared based upon the specific samples provid for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and report are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of (tone Engineering Services, Ltd.. Rone Engineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Concrete Service Order Client: Project: Contractor: Report No.: Project No.: Date: Page: of Specifications Suppliers Mix Number: Specified Strength: Concrete Supplier: Specified Air Content: Concrete Supplier Plant: Specified Slump: _ Data Overall Placement Location Weather: Total Yards of Concrete Placed: Cylinder Sampling Location Total Number of Cylinders Cast: Ticket Number: Truck Number: Water Added at Site: gallons Time Sampled: am / pm Air Temperature: F Concrete Temperature: F Slump: inches Batch Time: Air Content: % Field Cure Temperature: Unit Weight: lbs /cu. ft. M &TE #: Cylinder Mark Age Test Date Remarks: Report or Lab - 1 - 2 - 3 - 4 Technician: - 5 Time: to - 6 Contractor Made Cylinders: - 7 Date Cylinders Received: - 8 Date Cylinders Cast: L1Mlt At IONS: t he test results presented herem were prepared based upon the specdlc samples provided for testing. We assume no responsibility tot varlahon In quality (composition, appealallCC. pen0llllallCC, elC.) or any UIIICI ledLUre Ul Jllllllar JUU)CUt III —el' pIUV1UCU oy pel,onS Ur L:UIIUILIUIIJ UVer WIIWII We IMVC la, Couu UL VUI Iene a11U ICvUIW sie IUI Ule CXCIUJIVC use UL LIIC CUcIIW LU WIIUIII uICy are aUUIe,,eU na, Soun IIUL Ue ICpIUUUCCU CXCCpL III oui WIIJl LIIC WIluto appl'UVal UI MUne GIIgllICCra, LIU. Rone Engineers 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 IV 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 Concrete Beam Service Order Client: Report No.: Project No.: Project: Date: Contractor: Page: of Specifications Suppliers Mix Number: Specified Strength: Concrete Supplier: Specified Air Content: Concrete Supplier Plant: Specified Slump: _ Data Overall Placement Location Weather: Total Yards of Concrete Placed: Total Number of Beams Cast: Ticket Number: Truck Number: Water Added at Site: gallons Time Sampled: Air Temperature: Concrete Temperature: Slump: Air Content: Unit Weight: Beam Mark Age am / pm F F inches lbs /cu. ft. Test Date Beam Sampling Location Batch Time: Field Cure Temperature: M &TE #: Remarks: Report or Lab - 1 - 2 Test Method (circle one) - 3 Center Point or Third Point - 4 Technician: - 5 Time: to - 6 Contractor Made Beams: - 7 Date Beams Received: - 8 Date Beams Cast: L1Mf l Al IONS: the test results presented herem were prepared based upon the spectetc samples provided tot testing. we assume no responsibility tot variation in quality (composition, appearance, W— rulance, erc.) OF any Omer reawre ur sunuar suurcr mauer pmvweu Fly persmis ur cunuulun, uver wmcn we nave no cunum. vur �euers al repunn are rur tile eumsve use m tile cnems w wnum uley are auuresaeu arm luau nur are repruu Feeu except m wu wnuum me written app`uval ur dune ❑nguleers,'tu. Rone En ineers 8908 Ambassador Row, Dallas, TX 75247 9 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 LIME PULVERIZATION SERVICE ORDER Client: Project: Contractor: Report No.: Project No.: Date: Page: Specifications passing sieve passing sieve of Test # Location A Sample Weight B Weight Retained 11/2" Sieve C Percent Passing 11/2" Sieve D Weight Retained #4 Sieve E Percent Passing #4 Sieve M &TE # Additional Comments: LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers. Ltd. 8908 Ambassador Row, Dallas, TX 75247 Ro n e E n g i n ee rs 63 2696 Gravel Drive, Fort Worth, TX 76118 00 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 MOISTURE DENSITY RELATIONS Client: City of Coppell Report No.: 211906 Ms. Suzan Taylor PO Box 9478 Project No.: 049073 Coppell TX 75019 Date of Service: 06/15/2004 Report Date: 06/21/2004 Project: Service Center Sanitary Sewer Project SS 02 -01 fic avit 2.65 Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in accordance with ASTM Standards. PROTECT DATA 'ONTRACTOR: Fox Contractor DATE SAMPLED: 06/15/2004 TEST FOR: Utility backfill MATERIAL PREPARATION: MoiSt *MATERIAL: Brown Tan Silty Sandy Clay RAMMER TYPE: Mechanical SAMPLED BY: Eric Branch CLASSIFICATION: Utility backflll SAMPLE LOCATION: Station 4 +00, -7' —EST METHOD: ASTM D -698 ASTM D -4318 Method A REPORT OF TEST MAXIMUM DRY DENSITY, pcf: 117,0 11 OPTIMUM MOISTURE CONTENT, %: 12,5 LIQUID LIMIT: 32 11 Dry PLASTIC LIMIT: 14 Density (pcf) .ASTICITY INDEX: 18 111 11: 11( Technician: Eric Branch Report Distribution: ;l) City of Coppell (1) City of Coppell MOISTURE DENSITY RELATIONS i I I I Zero�air voids c rve S c fic avit 2.65 — + - _J� f i o lv 1L 14 16 18 20 MOISTURE CONTENT ( %) Rone Engineers, Ltd. Clay Stark Project Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 6 Page 1 of 1 8908 Ambassador Row, Dallas, TX 75247 Ro n e E n g i n ee rs 63 2696 Gravel Drive, Fort Worth, TX 76118 00 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 IN -PLACE DENSITY TESTING Client: City of Coppell Report No.: 213858 Ms. Suzan Taylor Box 9478 Project No.: 049073 Co Co ppell TX 75019 Date of Service: 07/19/2004 DENSITY Report Date: 07/27/2004 Project: Service Center Sanitary Sewer DEPTH Project SS 02 -01 ( %) Services: Perform In -Place Density Test in accordance with ASTM Standards. PROTECT DATA CONTRACTOR: Fox Contractors Standard Counts Test Methods: Gauge: Troxler 3430 ASTM D -2922 Moisture Density ASTM D -3017 Gauge Serial No: 33305 Current: 561 Current: 2673 Test Mode: DT Previous: 550 Previous: 2690 MOISTURE DENSITY RELATIONS Maximum Project Requirements M/D No. Description Moisture % Density pcf Moisture Density 1 Dark Brown Clay 22.5 96.5 Optimum +4 95 min 2 Brown Tan Silty Sandy Clay 12.5 117.0 Optimum +4 95 min TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max) Utility backfill 1 18" sewer, Station 1 +00, 5' below grade 6" 1 23.7 114.8 92.8 96 Utility backfill 2 18" sewer, Station 1 +00, 3' below grade 6" 1 25.1 117.7 94.1 98 Utility backfill 3 18" sewer, Station 1 +00, l' below grade 6" 1 24.5 116.8 93.8 97 Utility backfill 4 18" sewer, Station 2 +50, T below grade 6" 1 23.1 115.7 94.0 97 Utility backfill 5 18" sewer, Station 2 +50, 5' below grade 6" 2 14.8 131.9 114.9 98 Utility backfill 6 18" sewer, Station 2 +50, 3' below grade 6" 1 24.5 115.7 92.9 96 Utility backfill LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 7SS Page 1 of 2 Report No.: 213858 Droject No.: 049073 Client: City of Coppell RoneEngineers TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY NO TEST LOCATION DEPTH No. M (pcf) (pcf) (% max) 7 18" sewer, Station 2 +50, F below grade 6" 1 24.0 115.8 93.4 97 Test results on this report meet project specification. Technician: Scott Fagan leport Distribution: k 1) City of Coppell (1) City of Coppell Started: 11:15a Finished: 12:45p Rone Engineers, Ltd. Clay Stark Project Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 7SS Page 2 of 2 RoneEngineers 0 ftp 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: City of Coppell Report No.: 212458 Ms. Suzan Taylor PO Box 9478 Project No.: 049073 Coppell TX 75019 Date of Service: 06/24/2004 Report Date: 07/23/2004 Project: Service Center Sanitary Sewer Project SS 02 -01 ASTM C -143 Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring samples back to the laboratory for curing and testing in accordance with applicable standards. PROTECT DATA CONTRACTOR: FOX Contractor MIX DESIGN I.D.: 4000 MEASURED ONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 06/24/2004 SLUMP (inches) LANT: 27 WEATHER CONDITIONS: Overcast 2.5 SPECIFICATION REQUIREMENTS STRENGTH: 4000 psi @ 28 Days SLUMP (in): 3" - 5" AIR ( %): NA TIME SAMPLED: 12:59pm BATCH TIME: NA TEMPERATURE (F) - AIR 83 F CONCRETE: 80 F TRUCK NO: 8845 TICKET NO: 731087 AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA EST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 Pier caps, Station 1 +64, 1 +82, 2 +00, 2 +18 ASTM C -143 except 9.1.2 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Station 2 +36 ASTM C -39 REPORT OF TESTS Concrete Compressive Cylinder 6" x 12" CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 1 1 07/01/2004 7 5.99 28.17 113010 4010 Unbonded Cap 1 2 07/22/2004 28 5.99 28.17 137260 4870 Unbonded Cap 1 3 07/22/2004 28 5.99 28.17 140650 4990 Unbonded Cap Average 4930 1 4 Hold technician: Jon Germer Report Distribution: "0 City of Coppell ;1) City of Coppell Started: 12:00pm Finished: 2:00pm Rone Engineers, Ltd. Clay Stark Project Manager LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd. 1DD Page 1 of 1 RoneEngineers TO: City of Coppell Attn: Ms. Suzan Taylor - Engineering Dept PO Box 478 Coppell TX 75019 PROJECT. - Riverchase Elevated Sidewalk Coppell, Texas REPORT I DESCRIPTION OF SERVICES 191142 Soils Technician (hourly) 191142 In -Place Density Test (each) 191142 Transportation Charge (trip) 191142 Engineering & Report Review (hourly) 191232 Soils Technician (hourly) 191232 In -Place Density Test (each) 191232 Transportation Charge (trip) 191232 Engineering & Report Review (hourly) 191273 Soils Technician (hourly) 191273 Soils Technician OT (hourly) 191273 In -Place Density Test (each) 191273 Transportation Charge (trip) 191273 Engineering & Report Review (hourly) 191328 Concrete Technician (hourly) 191328 Concrete Test Cylinders (each) 191328 Transportation Charge (trip) 191328 Engineering & Report Review (hourly) 191387 Concrete Technician (hourly) 191387 Transportation Charge (trip) 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 6300 Rothway, Ste. 150, Houston, TX 77040 Corporate Phone: (214) 630 -9745 INVOICE Invoice No: 02999228 Rone Engineers, Ltd. 8908 Ambassador Row Dallas, Texas 75247 Federal E.I.N. 74- 2698417 Project No: 037980 Invoice Date: 07/31/2003 For Services Through: 07/31/2003 2.00 1.00 1.00 0.30 2.00 2.00 1.00 0.30 1.50 0.50 2.00 1.00 0.30 2.50 4.00 1.00 0.30 2.00 1.00 RATE I TOTAL I For questions regarding this invoice contact Jay Canafax at (214) 630 -9745. INVOICE TOTAL iRMS: Net 30 Days Page I