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Plowable Pavement Marker Retroreflectors
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- Plowable Pavement Marker Castings
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Plowable Pavement Marker RetroreflectorsProduct Manufacturer Model 944 Stimsonite / Ennis Paint, Inc. (formerly Avery Dennison / Stimsonite) 6565 West Howard Street Niles, IL. 60714
PAC-TEC, Inc. 1010 Brice Street Newark,Ohio 43055 1-740-345-1336
Traffic Control Materials Division 3M Center St. Paul, Mn. 55144-1000 1-612-733-1110
Model H1010 Hallen Products, Ltd. Model H1010 HP 2500 Westward Drive, Unit #2 Spring Grove, Illinois 60081 1-815-675-3100 Ray-O-Lite Snow Lite Model 100 Ray-O-Lite Division PAC-TEC, Inc. 1010 Brice Street Newark,Ohio 43055 1-740-345-1336
Stimsonite Model 101 LP (formerly Avery Dennison / Stimsonite) 6565 West Howard Street Niles, IL. 60714 1-800-327-5917 07/2008 QPL 722.02 Page 2
Stimsonite Plowable Marker Epoxy Stimsonite / Ennis Paint, Inc. EP 87 (formerly Avery Dennison / Stimsonite) 6565 West Howard Street Niles, IL. 60714 1-800-327-5917 E-Bond 1238/1239 E-Bond Epoxies P.O. Box 23069 501 Northeast 33rd Street Ft. Lauderdale, FL 33307 (305)566-6555
One Park Avenue Maple Shade, NJ 08052 (609)779-7500 Mark-29 Poly-Carb, Inc. 33095 Bainbridge Rd. Cleveland, Ohio 44139 (216)248-1223 Method of Documentation of Acceptance: By brand and manufacturer. The following procedure must be followed in acquiring approval of materials to be added to the above Qualified Products List: 1. The manufacturer shall submit samples and product information, including printed instructions for application. Plowable pavement marker retroreflectors must be standard size, nominal 2” x 4”. Plowable pavement marker castings must be capable of holding standard size plowable pavement marker retroreflectors, nominal 2” x 4”. 2. If the Plowable Pavement Marker Retroreflector, the Plowable Pavement Marker Castings or the Adhesives for the Plowable Pavement Markers meet the performance criteria, 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 certification agreement. 3. Destination samples will be taken as deemed necessary by the Materials Engineer to assure compliance with specifications. 4. Failure of these samples either in the laboratory or in field applications is sufficient reason to reconsider acceptance of the material. Suspension of further use and/or removal from the QPL may occur until the Materials Engineer determines that the product is in compliance with applicable specifications and requirements. 07/2008 QPL 723.02 REFLECTIVE SHEETING For Jobs Let Under Standard Specifications for HIGHWAY CONSTRUCTION, Edition 2003 Type III, High-Intensity Grade (AASHTO M 268/ ASTM D 4956) High Intensity Grade 3M Company (For Perm. Signing - No St. Paul, Minnesota “workman” ID symbol) High Intensity Prismatic (HIP) 3930 White High Intensity Prismatic (HIP) 3931 Yellow T-6500 Series Avery Dennison Niles, Illinois Nikkalite Ultralite II Nippon Carbide Industries(USA), Inc. Carrollton, Texas
High Intensity Grade,Flexible 3M Company St. Paul, Minnesota
Niles, Illinois Type IV, High-Intensity Grade (ASTM D 4956) Type IV, High-Intensity Grade(Reboundable) (ASTM D 4956) Type VII, Super-High-Intensity Grade (ASTM D 4956) Type VIII, Super-High-Intensity Grade (ASTM D 4956) 92802 ADOT Type VIII Nippon Carbide Industries(USA), Inc. (White) Carrollton, Texas
Series 3990 Diamond Grade VIP 3M Company St. Paul, Minnesota
Series 3924S St. Paul, Minnesota W-7514 Avery Dennison Niles, Illinois 92847 ADOT Fluorescent Orange Nippon Carbide Industries(USA), Inc. Carrollton, Texas 07/2008 QPL 723.02 Page 2
High Intensity Grade 3M Company {For Perm. Signing – No “workman” symbol }) St. Paul, Minnesota T-6500 Series Avery Dennison Niles, Illinois Nikkalite Ultralite II Nippon Carbide Industries(USA), Inc. Carrollton, Texas
High Intensity Grade,Flexible 3M Company St. Paul, Minnesota
Niles, Illinois Type IV, High-Intensity Grade (AASHTO M 268) Type V, Super-High-Intensity Grade (AASHTO M 268) Fluorescent Orange Construction Zone SheetingLDP Series 3924 3M Company Series 3924S St. Paul, Minnesota W-7514 Avery Dennison Niles, Illinois 07/2008 QPL 723.02 Page 3
07/2008 QPL 801.02 PREFABRICATED DRAINAGE SYSTEM PRODUCT MANUFACTURER Amerdrain 500 American Wick Drain Corp. 1209 Airport Road Monroe, North Carolina 28110 800 242-9425 Aquadrain 15X Colloid Environmental Technologies Co. (CETCO) 1500 West Shure Drive Arlington Heights, Illinois 60004 (800) 426-5564
Geotextile Division 2550 West Fifth North Street Summerville, South Carolina 29483 (800) 778-5475 C Drain 15K Contech Constr. Products, Inc. 10100 Maumelle Blvd. North Little Rock, Arkansas 72113 (501) 758-1985 Greenstreak Sheet Drain Greenstreak, Inc. 3400 Tree Court Ind. Blvd. St. Louis, Missouri 63122 (800) 325-9504
W.R. Grace & Co. P.O. Box 2585 Houston, Texas 77252 (713) 223-8353 Miradrain 6000 Mirafi/Division of Nicolon Corp. 3500 Parkway Lane Suite 500 Norcross, Georgia (800) 234-0484 TerraDrain 101 Webtec, Inc. P.O. Box 240302 Charlotte, North Carolina 28244 (800) 438-0027 Method of Documentation of Acceptance: By brand and manufacturer. 07/2008 QPL 801.02 Page 2 The following procedure is to be used in acquiring approval of Prefabricated Drainage System to be placed on the Qualified Products List: 1. The manufacturer will provide the Materials Division with information listing minimum values of the material. The system shall be of composite construction, consisting of a supporting structure of drainage core material and a geotextile filter fabric bonded to the drainage core on one side only. The system shall meet the following requirements: Drainage core shall consist of a preformed, stable polymer plastic material with a cuspated or nippled structure and have the following properties: Property Value Test Method Flow Capacity 15.0 gal/min/foot-width at ASTM D 4716 1400 psf at 1.0 gradient Compressive Strength 10,000 psf at 20% deflection ASTM D 1621 Thickness 0.38 inches (Minimum) Fungus Resistance No Growth ASTM G 21 Geotextile filter fabric shall: be laminated onto or adhere to the side of the drainage core which will face the backfill; extend 4 inches beyond both longitudinal edges of the geocomposite core; and cover the full length of the core. Filter fabric shall be nonwoven polyester or polypropylene fabric and have the following properties:
Fabric Weight 3.0 oz/yd ASTM D 3776 Grab Tensile 90 lbs. ASTM D 4632 Grab Elongation 50% ASTM D4632 Puncture 60 lbs. ASTM D 3787 Permittivity 50 GPM/ft2 ASTM D 4491 Burst Strength 200 psi ASTM D 3787 E.O.S. 50 CW-02215 2. Sample(s) shall be submitted to the Materials Division for evaluation. 3. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples from each manufacturer shall be taken. 4. Material failure may be considered sufficient reason to discontinue acceptance of material from the manufacturer, determination of which shall be by the Materials Engineer. 5. After approval for inclusion in the Qualified Products List, samples will be taken at random from shipments. Non-conformance of material may cause the product to be removed from the Qualified Products List. 07/2008 QPL 802.022 PRECAST/PRESTRESS CONCRETE PRODUCTS The following manufacturers are qualified to produce precast/prestress structural concrete products for use on AHTD projects: Prestress Service Industries of Tenn., LLC (C, E) - Memphis, TN (formerly CPI Concrete Products, Inc.) Construction Products, Inc. (E) - Jackson, TN Coreslab Structures (Tulsa), Inc. (C) - Tulsa, OK F-S Prestress, Inc. (C, E) - Princeton, LA Hanson Pipe and Products, Inc. (A) - Poyen, AR Hanson Pipe and Products, Inc. (A) – Grand Prairie, TX Scott Clark Construction, LLC. (A) - Batesville, AR A - Precast Bridge Units B - Prestress Bridge Units C - Prestress Girders D - Precast Piles E - Prestress Piles
07/2008 QPL 802.022 Page 2 Qualification of precast/prestress concrete manufacturers is based on a plant inspection prior to casting operations to determine their capability of producing a uniform product in compliance with AHTD Standard Specifications and referenced ASTM Standards. Items covered in this inspection may include, but is not limited to, materials storage, scales, batch plants, forms, tensioning jacks, testing facilities and quality control. Approval of materials is based on test samples and/or material certifications. Sampling and testing shall be in accordance with the AHTD "Manual of Field Sampling and Testing Procedures". Approval of precast/prestress products is determined by visual inspection and quality assurance tests conducted by AHTD personnel or their designated representative. These tests may include, but is not limited to, slump, air content, unit weight and compressive strength of cast cylinders.
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 802.18
Base Sheet (#43) Tarco 9515 Hwy. 165 S. North Little Rock, AR Method of Documentation of Acceptance: By brand and manufacturer. Method of Approval for Materials to be added to this Qualified Products List: 1. Suppliers/Manufacturers shall provide to the Materials Division the Manufacturer's certification for each material stating compliance with the appropriate stated specification and certifying that all materials supplied to Department projects will comply with the appropriate specifications. 2. Sample(s), 3’ by roll width, along with product literature shall be submitted to Materials Division for verification testing. 3. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples shall be taken and tested on a random basis on materials from each manufacturer. 4. 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 802.19 CONCRETE SURFACE FINISHES Product Brand Manufacturer Tammscoat(fine texture) Tamms Industries 3835 State Route 72 Kirkland, IL. 60146
Tex-Cote 300 Bridge Cote 4101 Ravenswood Bldg 4, Suite 115-A Ft. Lauderdale, FL 33312 (954) 581-0771 The color shall be concrete gray, equal or close to shade 36622 of the Federal Color Standard 595A. METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer. The following procedure is to be used in acquiring approval of Concrete Surface Finishes, Class 3 for inclusion on the Qualified Products List: 1. The manufacturer will provide the Materials Division with certified test results from a commercial independent testing laboratory on accelerated weathering, chemical analysis of formulation, and physical properties as listed in AHTD Test Method 806. Retesting will be required every five (5) years, whenever performance has been unsatisfactory, or for formulation change. 2. Sample(s) of the material along with an infrared spectra of the synthetic resin binder shall be furnished to the Materials Division for further testing and evaluation. 3. When deemed necessary by the Materials Engineer, and at a frequency determined by him, random samples will be taken and may be tested for quality. Failure of these tests and/or unacceptable field performance as determined by the Department will be cause for removal of a product from this QPL. 07/2008 QPL 803.021 Class 1 Protective Surface Treatment for Concrete (Boiled Linseed Oil) Directory: contracts contracts -> License agreement contracts -> License agreement contracts -> Introduction 5 A. Remedies for breach 5 contracts -> Program opportunity notice contracts -> Pon-14-308 Addendum 18 June 27, 2016 Federal Cost Share Under the Electric Program Investment Charge contracts -> Contracts – prof. Gillette – fall 2004 contracts -> Sfoc flight operations systems responsibilities post transition of mcc and ips to csoc contracts -> Dealer/Distributor Locations contracts -> Gwu school of Law Professor Swaine Spring 2013 Download 2.84 Mb. Share with your friends:
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