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Manufacturer SUPPLIERArcher Daniels Midland (ADM) Darragh Company 1401 E. 6th Street Little Rock, AR 72202 Archer Daniels Midland (ADM) CMC Construction Services (formerly Lofland Company) P.O. Box 1168 2214 S. City Lake Rd. Little Rock, AR 72203 Fayetteville, AR 72701 Archer Daniels Midland (ADM) Williams Equipment & Supply, Inc. 4706 East Highland Drive Jonesboro, AR 72401
Product name Date of manufacture Lot identification Laboratory test results indicating compliance with ASTM D 260.
07/2008 QPL 803.021 Page 2
07/2008 QPL 803.022 CLASS 2 PROTECTIVE SURFACE TREATMENT FOR CONCRETE Product Brand Manufacturer Baracade Silane 40 Tamms Industries 3835 State Route 72 Kirkland, Illinois 60146 Conspec Silane 40 Conspec Marketing & Mfr. Co., Inc. 636 South 66th Terrace Kansas City, Kansas 66111
P.O. Box 470028 Tulsa, Oklahoma 74147 (918) 622-8610 Hydrozo Silane 40 VOC BASF Construction Chemicals, LLC (formerly DeGussa/ChemRex, Inc.) 889 Valley Park Drive Shakopee, Minnesota 55379 Sil-Act ATS 42 Advanced Chemical Technologies Sil-Act Multigard Suite C-1 100 Wilshire Blvd. Oklahoma City, Oklahoma 73116 (405) 843-2585
Product name. Date of manufacture and expiration date. Lot identification. Storage requirements.
07/2008 QPL 803.022 Page 2
The identification of the product to be used by brand name and name of the manufacturer. A copy of the manufacturer’s unabridged application procedures. A description of the manufacturer’s recommended surface preparation methods and the equipment to be used. Weather and surface moisture limitations. Time between surface preparation and application. Length of time traffic should be kept off the treated surface. Re-treatment procedures.
The sealer shall not permanently stain, discolor, or darken the concrete. Application of the sealer shall not alter the surface texture or form a coating on the concrete surfaces. Treated concrete shall be surface dry within 30 minutes after application. The sealer shall be tinted at the time of application with fugitive dye to enable the sealer to be visible on the treated concrete surface for at least four hours. The fugitive dye shall not be conspicuous for more than 7 days.
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5. If all of the above criteria are met, a letter and unsigned certification agreement will be sent to the manufacturer. The product will be placed on the QPL upon receipt of the signed agreement. 6. Destination samples will also be taken as deemed necessary to assure compliance with specifications. Failure of these samples may be considered sufficient cause to reject the material and suspend further use and /or removal form the QPL until tests by the Department determine that the product is in compliance with applicable specifications and requirements. 07/2008 QPL 803.023 CLASS 3 PROTECTIVE SURFACE TREATMENT for CONCRETE Product Brand Manufacturer SikaPronto 19 Sika Corporation 201 Polito Avenue Lyndhurst, New Jersey 07071 1-800-933-7452
Pot Life Application Life Before 15 Minutes Minimum Curing Begins(@ 20C (68 F) Air Temperature) Curing Time On Site @ 10C(50 F) 6 Hours Maximum 2. The manufacturer will supply a sample along with recommended application rates to the Materials Division for testing and evaluation. 3. The manufacturer will supply information concerning the chemical and physical composition of the product and any restrictions to the storage, handling or use of the product. 4. Final approval will be based upon field performance of the product.
07/2008 QPL 804.02 REINFORCING STEEL (UNCOATED AND EPOXY COATED BARS) ABC Coating Company Tulsa, Oklahoma – F, E ABC Coating Company, Inc. of Texas Waxahachie, Texas - F, E Ambassador Steel Kansas City, Missouri - F Mooresville, Indiana - F Newton, Iowa – F St. Louis, Missouri-F American Highway Technology Kankakee, Illinois – F, E Arkansas Rebar Inc. Benton, Arkansas - F
CMC Rebar North Little Rock, Arkansas –F (formerly CMC Construction Services) Springdale, Arkansas –F CMC Rebar Oklahoma City, Oklahoma – F (formerly Lofland of Oklahoma) CMC Steel Arkansas Magnolia, Arkansas – P CMC Steel South Carolina (formerly SMI) Cayce, South Carolina - P CMC Steel Texas (formerly SMI) Seguin, Texas – P ConSteelCo, Inc. Jackson, Mississippi – F Diamondback Steel Co., Inc. Muskogee, Oklahoma –F ENCO Materials, Inc. North Little Rock, Arkansas –F ENCO Materials, Inc. Springdale, Arkansas –F Gerdau AmeriSteel Beaumont, Texas – P (formerly North Star Steel) Charlotte, North Carolina - P, F Collierville, Tennessee – F Jackson, Tennessee - P, F Jacksonville, Florida - P, F Knoxville, Tennessee - P, F, E Louisville, Kentucky - F Nashville, Tennessee - F Perth Amboy, New Jersey – P Sand Springs, Oklahoma – P(formerly SheffieldSteel) Sayreville, New Jersey – P, E St. Paul, Minnesota – P, F (formerly North Star Steel) Hearon Steel Muskogee, Oklahoma – F Leak Proof, Inc. Hot Springs, Arkansas –F Lulich Steel Corporation Slidell, Louisiana –F Mid-American Steel Madill, Oklahoma – P Nucor Bar Mill Group Nucor Steel Birmingham, Inc. Birmingham, Alabama – P Nucor Steel Jackson, Inc. Jackson, Mississippi – P Nucor Steel - Texas Jewett, Texas – P Nucor Steel Kankakee, Inc. Kankakee, Illinois – P Rocky Mountain Steel Mills Pueblo, Colorado– P Sioux City Foundry Co. Sioux City, Iowa - F, E
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Steel Coatings, Inc. Muskogee, Oklahoma - F, E Steelcorp, Inc. Miamitown, Ohio - F Steel Specialties of Mississippi Pearl, Mississippi - F
A Certificate of Delivery, in accord with the agreement procedure, shall be the documentation of acceptance. The producer, the fabricator, and the epoxy coater (if appropriate) on the Certificate of Delivery must be listed on this QPL. Information on the Certificate of Delivery shall include, but may not be limited to, AHTD Job Number, consignee, applicable material specification (AASHTO M 31 or M 322,formerly M 42 & M 53), Grade, Heat Numbers, sizes, quantities, producer/location, fabricator/location, epoxy coater/location, and a certifying statement. This Certificate of Delivery shall be signed by an authorized official. One copy shall accompany each shipment.
Those listed must agree to the requirements for certification as listed in the following pages. Failure to follow the certification agreement and/or failing results of tests of random samples will be cause for removing from this QPL. AGREEMENT FOR THE ACCEPTANCE OF REINFORCING STEEL(BARS-COATED & UNCOATED) The following procedure defines a means whereby the Producer, Fabricator, or Epoxy Coater may certify the identity of uncoated and coated reinforcing steel and attest to its quality. This procedure shall be applicable only to domestic reinforcing steel of Grade 300 (Grade 40) designation, AASHTO M 31 or M 322(formerly M 42 & M 53) and Grade 420 (Grade 60) designation, AASHTO M 31 or M 322(formerly M 42 & M 53). Further, it outlines methods to provide quality control of reinforcing steel to assure that only material meeting the contract specifications is shipped to and used on Arkansas Highway and Transportation Department projects. All iron and steel material used on Department projects must be in compliance with "Buy America" requirements and the Department's "Standard Specifications for Highway Construction", Subsection 106.01. This means all manufacturing processes of the iron or steel in a product (i.e., smelting/remelting, and any subsequent process which alters the steel material's physical form or shape or changes its chemical composition) must occur within the United States to be considered of domestic origin. This includes processes such as rolling, extruding, machining, bending, grinding, drilling, and applying coatings. The use of pig iron or processed, pelletized, and reduced iron ore manufactured outside of the United States is permitted in the domestic manufacturing process for steel and/or iron materials. All steel mill test reports will contain a statement certifying that all manufacturing processes for the steel occurred in the United States. 07/2008 QPL 804.02 Page 3
All Certified Mill Test Reports (CMTR) for reinforcing steel covered by this procedure shall be maintained by the Producer for a minimum of three years from the date of shipping. Quantities of each heat and bar size shall be recorded by the Producer on the CMTR's and on the shipping papers of reinforcing steel sent directly to Department projects, Fabricators, Epoxy Coaters, and other intermediate users of reinforcing steel. For AHTD projects, the Producer shall agree to supply reinforcing steel only from stock identifiable by mill heat number, to accurately record the Heat Numbers shipped (by grade and bar size), to certify that all AHTD and applicable AASHTO specifications are met and to provide this information to the AHTD on each project shipment. The Producer shall furnish, with each shipment to an AHTD project, a Certificate of Delivery. Information on the Certificate of Delivery shall include, but may not be limited to: AHTD Job Number, consignee, applicable material specification (AASHTO M 31 or M 322, formerly M 42 & M 53), Grade, Heat Numbers, sizes, quantities, Producer, and a certifying statement. The certifying statement shall read substantially as follows: "I certify that the material was supplied from the heat numbers listed, complies with AHTD and applicable AASHTO specifications. Certified Mill Test Reports for each of the above heat numbers are on file. This material complies with "Buy America" requirements. This Certificate of Delivery shall be signed by an authorized official of the Producer. One copy shall accompany the shipment. Fabricator Procedures The Fabricator shall use reinforcing steel bars from a Department approved Producer and shall furnish, with each shipment to an AHTD project, a Certificate of Delivery. Information on the Certificate of Delivery shall include, but may not be limited to: AHTD Job Number, consignee, applicable material specification (AASHTO M 31 or M 322, formerly M 42 & M 53), Grade, Heat Numbers, sizes, quantities, Producer, Fabricator, and a certifying statement. The certifying statement shall read substantially as follows: "I certify that the reinforcing steel is from a Department approved Producer, complies with AHTD and applicable AASHTO specifications, and was fabricated in accordance with AHTD plans and specifications or approved bar lists. This material complies with "Buy America" requirements." This Certificate of Delivery shall be signed by an authorized official of the Fabricator. One copy shall accompany the shipment. 07/2008 QPL 804.02 Page 4
The Epoxy Coater shall use reinforcing steel bars from a Department approved Producer and the reinforcing steel bars shall be coated according to AASHTO M 284 using a coating material that meets the requirements of Annex A1 of AASHTO M 284 and has been approved by the Department. Patching material, compatible with coating material, inert in concrete, and meeting the requirements of Annex A1 of AASHTO M 284, shall be provided by the epoxy coating manufacturer with each shipment. Epoxy coaters shall be Concrete Reinforcement Steel Institute (CRSI) certified. A copy of the CRSI certification shall be on file with the Department. All materials used, preparation of the bars, coating, and curing of the bars shall be according to current Department specifications and no bar’s coating shall contain more than six (6) holidays per meter (yard). The Department shall be notified of a change in epoxy coating powders. The Epoxy Coater shall furnish, with each shipment to an AHTD project, a Certificate of Delivery. Information on the Certificate of Delivery shall include, but may not be limited to: AHTD Job Number, consignee, applicable material specification (AASHTO M 31 or M 322, formerly M 42 & M 53), Grade, Heat Numbers, sizes, quantities, Producer, Epoxy Coater and a certifying statement. The Epoxy Coater shall also supply to the consignee a written certification that properly identifies the number of each batch of coating material used in the order; the material, quantity represented, date of manufacture of the coating material, and name and address of the manufacturer; and a statement that the supplied coating material meets the requirements of Annex A1 of AASHTO M 284. The certification shall include or have attached specific results of tests of coating thickness and flexibility of coating. The certifying statement shall read substantially as follows: "I certify that the reinforcing steel is from a Department approved Producer, complies with AHTD and applicable AASHTO specifications, and was epoxy coated and fabricated in accordance with AHTD plans and specifications or approved bar lists. This material complies with "Buy America" requirements." This Certificate of Delivery shall be signed by an authorized official of the Epoxy Coater. One copy shall accompany the shipment. 07/2008 QPL 804.02 Page 5 CERTIFICATION PROCEDURE A representative of the Materials Division will review the plant facilities, its operation, and the requirements of this procedure. 2. AHTD will take random samples of reinforcing steel for testing purposes. Samples shall be 2-2 m (2-48") specimens. Additional samples may be taken at any time by the AHTD. Material may also be randomly sampled at the project site or designated project storage facility by AHTD personnel. Testing shall be performed by the Materials Division in accordance with ASTM, AASHTO, AHTD or other applicable specifications. If failing results occur when testing the reinforcing steel, the Producer may be suspended from supplying materials of that grade from that mill to AHTD projects, approved Fabricators, and approved Epoxy Coaters, pending a review with the mill and results of all tests. If the failing tests are failures of fabrication process or the epoxy coating process the Fabricator or the Epoxy Coater may be suspended from supplying materials to AHTD projects pending a review. Material represented by failing test results shall not be used on AHTD projects and shall be removed from the location for steel supplied under this procedure. 3. The AHTD will review the Producer's, Fabricator’s, or the Epoxy Coater’s records to verify that these procedures are being followed and that the appropriate information is on file. Copies of CMTR's shall be furnished upon request. 4. Material furnished to a manufacturer of precast concrete products will have a Certificate of Delivery and certifying statement.
Signature :____________________________ Date: ___________________________ Typed/Printed Name: ____________________________ Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________ 07/2008 QPL 804.07 MECHANICAL REBAR SPLICES (for Uncoated Rebar) Manufacturer Product Screwlock type Barsplice Products, Inc. #4 - #11 ZAP Screwlok #9 ZAP Screwlok Bar-Lock (MBT) Coupler Systems #4 - #11 THREAD TYPE Barsplice Products, Inc. #4 - #11 Bar Splicer Dayton Superior #4 - #11 Splice LENTON #4 - #10 LENTON Standard Coupler-A2 Richmond #4 - #8 Splice Williams Form #4 - #5 Splice SWAGED TYPE Barsplice Products, Inc. #4 - #11Bar Grip WEDGE TYPE Erico Products #4 - #6 Quick-Wedge Splice OCM, Inc. #4 - #6 Splice Clip
707/2008 QPL 804.07 Page 2
shape or changes its chemical composition) must occur within the United States to be considered of domestic origin. This includes processes such as rolling, extruding, machining, bending, grinding, drilling, and applying coatings. The use of pig iron or processed, pelletized, and reduced iron ore manufactured outside of the United States is permitted in the domestic manufacturing process for steel and/or iron materials. All steel mill test reports will contain a statement certifying that all manufacturing processes for the steel occurred in the United States. Each supplier/fabricator of an intermediate product will also certify that the product complies with "Buy America" requirements. 3. Suppliers/Manufacturers shall provide product information and Material Safety Data Sheets if applicable. 4. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples will by taken and tested. 5. Material failure of project and/or random samples will be considered sufficient reason to discontinue acceptance of a material from a manufacturer, determination of which shall be made by the Materials Engineer. 07/2008 QPL 805.02 STEEL H-PILE DRIVING POINTS Product Manufacturer Hard Bite HP-77600-B Associated Pile and Fitting Corp. Hard Bite HP-77750-B P.O. Box 1048 Hard Bite HP-7780-B Clifton, N.J. 07014 ICE Rock-Bite HPH 10-RB Mid-America Foundation Supply, Inc. ICE Rock-Bite HPH 12-RB 3101 New Haven Avenue ICE Rock-Bite HPH 14-RB P.O. Box 5198 Fort Wayne, Indiana 46805 PAR-T Series Versabite Piling Accessories, Inc. 1704 Tower Industrial Drive Monroe, N.C. 28110 Tuftip H-776 Dougherty Foundation Products Tuftip H-777 P.O. Box 688 Franklin Lakes, N.J. 07417 VS- 300 Series Versa-Steel Inc. 1618 NE First Avenue Portland, Oregon 97232 -1136 Method of Documentation of Acceptance: By brand and manufacturer. Method of Approval for Materials to be added to this Qualified Products List: Detailed design drawings, material specifications, test data, product literature and installation procedures must be submitted for approval. Pile points must meet the requirements of ASTM A 27, Grade 65-35 or ASTM A 148, Grade 80-40. Random samples may be taken by the Department for evaluation. Any deviation in performance from the original sample may be sufficient reason to discontinue acceptance of the material from the manufacturer, determination of which shall be by the Materials Engineer. Furthermore, all iron and steel material used on Department projects must be in compliance with "Buy America" requirements and the Department's "Standard Specifications for Highway Construction", Subsection 106.01. This means all manufacturing processes of the iron or steel in a product(i.e., smelting/remelting, and any subsequent process which alters the steel material's physical form or shape or changes its chemical composition) must occur within the United States to be considered of domestic origin. This includes processes such as rolling, extruding, machining, bending, grinding, drilling, and applying coatings. The use of pig iron or processed, pelletized, and reduced iron ore manufactured outside of the United States is permitted in the domestic manufacturing process for steel and/or iron materials. All steel mill test reports will contain a statement certifying that all manufacturing processes for the steel occurred in the United States. Each supplier/fabricator of an intermediate product will also certify that the product complies with "Buy America" requirements. 07/2008 QPL 805.02 Page 2
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