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- Reinforced Earth The Reinforced Earth Company
- Euless, Texas 76040-4150
- (16 wire) P.O. Box 890
- PHC 1324 SO (lid) ♦ Highline Products
- PHC 1324 HO (lid) ♦ Highline Products
Retaining Walls(Precast Panels)ARES Retaining Wall Tensar Earth Technologies, Inc. 5775-B Glenridge Drive, Suite 450 Atlanta, Georgia 30328
1902 Hilfiker Lane Eureka, California 95503-5711
SSL MSE Plus 4740 Suite E, Scotts Valley Dr. Scotts Valley, California 95066
Euless, Texas 76040-4150 Retained Earth The Reinforced Earth Company1331 Airport Freeway, Suite 302 Euless, Texas 76040-4150Tricon Retained Soil Tricon Precast, Ltd. Wall System 15055 Henry Road Houston, Texas 77060 Modular Block WallsDIAMOND Anchor Wall Systems (Max. Height = 25 Ft.) 5959 Baker Road, Suite 390 DIAMOND PRO Minnetoka, Minnesota 55345-5996 (Max. Height = 25 Ft.) (DIAMOND - To Be Used Only With The Following Geogrids: Huesker Fortrac 30, 55/30-20, 80/30-20. DIAMOND PRO To Be Used Only With The Following Geogrids: Huesker Fortrac 30, 35 and Synteen SF35, SF55,SF80.) GENESIS Tensar Reinforcement & Keystone Blocks (Max. Height = 25 Ft.) Tensar Corporation 9801 Westheimer, Suite 302 Houston, Texas 77042 07/2008 QPL 645.02 Page 2
(Max. Height = 25 Ft.) 444 West 78th Street Keystone Compact Minneapolis, Minnesota 55435 (Max. Height = 25 Ft.) (Keystone Standard and Keystone Compact To Be Used With The Following Geogrids: Huesker Fortrac 35, 55, 80; Stratagrid SG150, SG200, SG300, SG500, SG550, & SG600)
(Max. Height = 25Ft.) 13453 County Road 1 Fairhope, Alabama 36532
(Max. Height = 25 Ft.) 5959 Baker Road, Suite 390 Minnetonka, Minnesota 55345-5973 (Landmark To Be Used With The Following Geogrids: Miragrid 3XT, 5XT, 7XT, 8XT, & 10XT; and Miratex TD3) MESA MESA Retaining Wall System (Max. Height = 25 Ft.) Tensar Earth Technologies, Inc. 5775-B Glenridge Dr., Suite 450 Atlanta, Georgia 30328 PYRAMID The Reinforced Earth Company (Max. Height = 25 Ft.) 1331 Airport Freeway, Suite 302 Euless, Texas 76040-4150ROCKWOOD CLASSIC Rockwood Retaining Walls ROCKWOOD LEGEND ABC Block Company (Max. Height = 25 Ft.) P.O. Box 45025 Little Rock, Arkansas 72214 (Rockwood Classic & Rockwood Legend - To Be Used Only With The Following Geogrids: Miragrid 3XT, 5XT, 8XT; Statagrid 200, 300, 500; Huesker Fortrac 35, 55, 80; Amoco 2016, 2044; or Luckenhaus Raugrid 4/2-15, 6/3-15.) VENTURE Venture Retaining Wall System, L.L.C. (Max. Height = 25Ft.) 1333 West 120th Ave., Suite #310 Denver, Colorado 80234
(Max. Height = 25 Ft.) 6348 Hwy. 36, Suite 1 Oakdale, Minnesota 55128
07/2008 QPL 645.02 Page 3 VERTICA Anchor Wall Systems (Max. Height = 25 Ft.) 5959 Baker Road, Suite 390 Minnetoka, Minnesota 55345-5996 VERTICA PRO (Max. Height = 25 Ft.) (VERTICA - To Be Used Only With The Following Geogrids: Huesker Fortrac 35/20-20, 55/30-20, 80/30-20; Raugrid 2/3, 3/3, 4/2, 6/3, 8/3; Synteen SF35, SF55,SF80. VERTICA PRO To Be Used Only With The Following Geogrids: Huesker Fortrac 30, 35/20-20, 55/30-20, 80/30-20; Raugrid 2/3, 3/3, 4/2, 6/3, 8/3; Synteen SF35, SF55,SF80.)
A copy of a HITEC Technical Evaluation Report detailing the HITEC evaluation results of the retaining wall (precast panels) or the modular block wall must be submitted to the Department. HITEC, Highway Innovative Technology Evaluation Center, is a service center of the Civil Engineering Research Foundation, the research affiliate of the American Society of Civil Engineers. HITEC may be contacted for information about earth retaining systems (ERS) at www.cerf.org/hitec/eval/ongoing/ers.HTM or call HITEC at 202-785-6420. The design shall be in accordance with the current edition of the AASHTO Standard Specifications for Highway Bridges and applicable Department Special Provisions. Modular block wall systems will not be considered for approval as a retaining wall (precast panels). Random samples may be taken by the Department for evaluation. Any deviation in material and/or 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. 07/2008 QPL 704.02 PREFORMED DETECTOR LOOPS Product Manufacturer Model HDR DE-TECH Mfg. (#16 wire) P.O. Box 890Silverton, Oregon 97381 Model F-38 Never Fail Loop Systems (#20 wire) 7911 NE 33 rd Drive, Unit 160 Portland, Oregon 97211 Method of Documentation of Acceptance: By brand and manufacturer. Requirements of Preformed Detector Loops: The manufacturer will supply a sample along with recommended installation procedures to the Materials Division. The preformed detector loop shall be constructed of #20 AWG (minimum) stranded copper wire, encapsulated in a flexible sealant inside a reinforced 250 psi (1724 kPa) rubber hose or approved tubing. No wire splices will be allowed in the loop assembly. Hose for the loop and lead-in shall be one continuous piece except for the required tee connectors. Encapsulated wire shall have two (2) turns for loops with a perimeter greater than 40′ (12 m); or three (3) turns for perimeter less than or equal to 40′ (12 m). Quadrupole loops shall be two turn (2-4-2) configuration. The manufacturer will recommend a detector loop trench filler material and/or sealant for use with the detector loop. The recommended material shall be able to repair asphalt and concrete pavements and not require removal and/or replacement if the pavement is to be overlaid. Where surface is not to be overlaid, the recommended sealer shall be capable of backfilling the preformed loop trenches as needed to a minimum depth of 3/8″ (10 mm). The recommended material shall have a minimum settlement period of 14 days prior to each backfill application. The manufacturer’s recommended installation procedures shall be provided with each shipment of preformed detector loop to a Department project. 07/2008 QPL 704.03 TRAFFIC LOOP WIRE SEALANTS I. Portland Cement Concrete Pavement Bondo P-606 Dynatron/Bondo Corp. P.O. Box 1098 Atlanta, GA 30318 Gold Label 1P Loop Sealant Thoroc/Chemrex, Inc. 889 Valley Park Drive Shakopee, Minnesota 55379 1-800-243-6739 NR-201 UREXPAN Pecora Corporation 165 Wambold Road Harleysville, PA. 193438
3M Safety and Security Systems Div. 3M Center St. Paul, Minnesota 55144-1000 Q-Seal 290S CHEMQUE, Inc. 266 Humberline Drive Rexdale, Ontario, Canada M9W5X1 Sika Dur CJR Sika Corp. P.O. Box 297 Lyndhurst, NJ 07071 890-SL Dow Corning Corp. 888 Midland, Michigan 48686 II. Asphalt Concrete Pavement 890-SL Dow Corning Corp. Midland, Michigan 48686
P.O. Box 1633 Gladwater, TX. 75647 Product 5000 (Black) 3M 3M Safety and Security Systems Div. 3M Center St. Paul, Minnesota 55144-1000 07/2008 QPL 704.03 Page 2
P.O. Box 642 721 Waverly Framingham, MA 01704 Road Saver 211 Crafco, Inc. (Hot Pour) 6975 W. Crafco Way Chandler, AZ 85226
266 Humberline Drive Rexdale, Ontario, Canada M9W5X1
P.O. Box 297 Lyndhurst, NJ 07071
Note: Backer rod recommended by the sealant manufacturer shall be used in the installation. Requirements of Traffic Loop Wire Sealants: The manufacturer will supply a sample along with recommended installation procedures to the Materials Division. The manufacturer will also supply information concerning the chemical and physical composition of the sealant and any restrictions to the storage, handling, or use of the sealant. The sealant shall be compatible with portland cement concrete and/or asphalt concrete. The sealant shall not effect the electrical insulating characteristics of the loop wire. The sealant shall cure without incorporating voids and shall provide a moisture proof seal. Additional Physical Requirements: Elongation (AHTD Method 580): 25% min. (7 day, Air Cure) A quart sample of the sealant will be supplied to the Materials Division for testing. The sample should be sent to the Department and the Division at: P.O. Box 2261 11301 Baseline Road Little Rock, AR 72203 or Little Rock, AR 72209 Final approval will be based upon field performance of the sealant. 07/2008 QPL 708.02 COMMUNICATION CABLE C.G. (PR/AWG) Part # 6175 Quabbin Wire & Cable Co., Inc. (6 PR / 20 AWG) Ware, Massachusetts 1-800-368-3311
(6 PR / 20 AWG) Richmond, Indiana 1-800-235-3361
07/2008 QPL 711.02 CONCRETE PULL BOXES Type 1 (8 ¾“ x 14 ¼”, Minimum) (225 mm x 361mm) GCP 36C-12 Goddard Concrete Products, Inc. 5270 Hungerford Road Memphis, Tennessee 38118 Quazite PC1118CA00BOA (lid) * Hubbell Lenoir City, Inc. Quazite PC1118CA00HJA(lid) ♦ (formerly Strongwell) Quazite PC1118BA12(box) 3621 Industrial Park Drive Lenoir City, Tennessee 37771 Type 1 HD (8 ¾“ x 14 ¼”, Minimum) (225 mm x 361mm) Quazite PG1118HA00BOA(lid) Hubbell Lenoir City, Inc. Quazite PG1118 HA00HJA(lid) ♦ (formerly Strongwell) Quazite PG1118BA12(box) 3621 Industrial Park Drive Lenoir City, Tennessee 37771
S1118 HBBOA29(lid) 2006A Lee Street Longview, Texas 75604
17511 Valentine Court Bristol, Indiana 46507
GCP 38C-12 Goddard Concrete Products, Inc. 5270 Hungerford Road Memphis, Tennessee 38118 PHC 1324 SO (lid) ♦ Highline ProductsPHB 132412 (box) 151 Daniel Boone Lane(PHA 132412 SO2 Assembly) Whitesboro, Texas 76273 Quazite PC1324CA00BOA(lid) Hubbell Lenoir City, Inc. Quazite PC1324CA00HJA(lid) ♦ (formerly Strongwell) Quazite PC1324BA12(box) 3621 Industrial Park Drive Lenoir City, Tennessee 37771 Quazite PC1324CA00BOA(lid) Quazite PC1324CA00HJA(lid) ♦ Quazite PC1324BB12(box) 07/2008 QPL 711.02 Page 2
PCC1324CA5A04(lid) NewBasis PCB132412A04 (box) 8513 Sawgrass lane Rowlett, Texas 75089 PHC 1324 HO (lid) ♦ Highline ProductsPHB 132412 (box) 151 Daniel Boone Lane(PHA 132412 HO2 Assembly) Whitesboro, Texas 76273 Quazite PG1324HA00BOA(lid) Hubbell Lenoir City, Inc. Quazite PG1324HA00HJA(lid) ♦ (formerly Strongwell) Quazite PT1324BA18 (box) 3621 Industrial Park Drive Lenoir City, Tennessee 37771 Quazite PG1324HA00BOA(lid) Quazite PG1324HA00HJA(lid) ♦ Quazite PG1324BA12 (box) S1324 B12FA(box) Synertech Moulded Products S1324 HBBOA29(lid) 2006A Lee Street Longview, Texas 75604 1324P1BOUOO1 Carson Industries LLC 17511 Valentine Court Bristol, Indiana 46507
Quazite PC1730CA00BOA(lid) Hubbell Lenoir City, Inc. Quazite PC1730CA00HJA(lid) ♦ (formerly Strongwell) Quazite PC1730BA12(box) 3621 Industrial Park Drive Lenoir City, Tennessee 37771 Quazite PC1730CA00BOA(lid) Quazite PC1730CA00HJA(lid) ♦ Quazite PC1730BB12(box) Quazite PG1730HA00BOA(lid) Quazite PG1730HA00HJA(lid) ♦ Quazite PG1730BB12(box)
Quazite PG1730HA000BO(lid) Hubbell Lenoir City, Inc. Quazite PG1730HA00HJA(lid)♦ (formerly Strongwell) Quazite PG1730BA12 (box) 3621 Industrial Park Drive Lenoir City, Tennessee 37771
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S1730 B12FA(box) Synertech Moulded Products S1730 HBBOA29(lid) 2006A Lee Street Longview, Texas 75604
17511 Valentine Court Bristol, Indiana 46507
meet the requirements of a Type 1 box). ♦ Lid complies with Supplemental Specification SS-711-1. SS-711-1 requires the pull box to be permanently labeled with “AHTD”, “ELECTRIC”, the manufacturer’s name and model identifier. The permanent label “AHTD” and “ELECTRIC” shall be placed on the outside of the pull box lid. Required for Department projects containing SS-711-1, bid after 10-1-05, and may be used on prior projects.
underside of the lid for Goddard and Quazite. Note: Model identities may be on the inside or outside of the pull box and on the underside of the lid for Goddard and Quazite. * ”BOA” on Quazite lid identifiers denotes “AHTD” lettering required by Concrete Pull Box Supplemental Specifications and /or Special Provisions dated 2004 and later. (”BO” will appear on shipping papers.) Different numbers/letters will appear on the end of the identifier if “AHTD” lettering is not specified. Method of Documentation of Acceptance: By brand and manufacturer. Box and lid combinations should be used only in the pairs as shown in the QPL. In addition, the pull boxes should be checked for workmanship and condition. 07/2008 QPL 711.02 Page 4
1. The manufacturer will supply a sample, box and lid, to the Materials Division for testing and evaluation. The sample shall be marked; minimum markings shall be name of manufacturer, model identification, and “AHTD”. 2. The manufacturer will supply information concerning the composition of the product and any restrictions to the handling or use of the product. 3. 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. 4. Approval based upon laboratory testing may be withdrawn if field performance is unacceptable.
07/2008 QPL 713.02 SPAN WIRE-TRAFFIC SIGNAL Zinc Coated Bekaert Corporation 1881 Bekaert Drive Van Buren, Arkansas 72956-6801 800-241-4126
12611 Cain Circle Houston, Texas 77015 800-455-2475 Method of Documentation of Acceptance: By shipping document identifying strand size and grade, coating class, ASTM specification, and quantity. The brand and manufacturer if not listed above must be approved prior to use. The following procedure is to be used in acquiring approval of Span Wire to be placed on the Qualified Products List: 1. The manufacturer will provide the Materials Division with a notarized test report from a recognized laboratory listing actual results from testing of production samples of the material. Accompanying this report will be a statement by the manufacturer indicating the material to be seven strand steel wire (nominal 8 mm, 5/16 in.) of Extra High Strength grade with a Class A coating conforming to the requirements of ASTM A 475 . 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. 2. Two samples(2 m, 6 ft., in length) shall be submitted to the Materials Division for further testing and evaluation. 07/2008 QPL 713.02 Page 2
07/2008 QPL 718.02 GLASS BEADS for REFLECTORIZED PAINT and THERMOPLASTIC PAVEMENT MARKINGS Supplemental Specifications SS-718-1(6-03-04) & SS-719-1 (6-04-04) with Adhesion Coating** Mfr. Identifier Mfr. Megalux Ark Type 3 T-20 SWARCO Type 2 – Ultralux Glass Beads WEISSKER MANUFACTURING, LP AR L511 1007(Add’l production POTTERS INDUSTRIES, INC. information will follow this identifier)
AASHTO Type 1 Star Brite FLEX-O-LITE M247-02 TP1 AC110 POTTERS INDUSTRIES, INC. M247-05 TP1 AC110 POTTERS INDUSTRIES, INC. ARK SPEC M 247 TYPE 1 MR SWARCO ARK SPEC M 247 TYPE 1 MRAC SWARCO AASHTO M 247 Type 1, with Adhesion Coating Mfr. Identifier Mfr. AASHTO Type 1 Star Brite FLEX-O-LITE M247-02 TP1 AC110 POTTERS INDUSTRIES, INC. M247-05 TP1 AC110 POTTERS INDUSTRIES, INC. ARK SPEC M 247 TYPE 1 MRAC SWARCO Supplemental Specifications SS-718-1(6-03-04) & SS-719-1 (6-04-04) with Adhesion Coating beads are larger beads. A moisture resistant coating is not allowed, but the beads are treated to improve the larger beads’ adhesion to striping materials (paint & thermoplastic). AASHTO M 247 Type 1, Moisture Resistant(MR) beads are for use with thermoplastic striping material; moisture resistance is to prevent clumping of beads in the striping truck and the truck dispenser. AASHTO M 247 Type 1, with Adhesion Coating beads are for use with paint striping material. These beads are treated for moisture resistance and are treated to improve their adhesion to waterborne paint striping material. 07/2008 QPL 718.02 Page 2
FLEX-O-LITE, Inc. POTTERS INDUSTRIES, INC. 125 Cassens Court P.O. BOX 840 Fenton, MO. 63026 VALLEY FORGE, PA. 19482-0840 (800) 325-9525 (800) 552-3237
P.O. BOX 1558 P.O. BOX 105 MEXIA, TX. 76667-1558 CARBONDALE, PA. 18407 (254) 562-9879 (570) 267-0015 Method of Documentation for Acceptance: By brand and manufacturer’s certification. The manufacturer shall supply a written certification of compliance to the Resident Engineer and the Materials Division for each batch of glass beads furnished to Department projects. The following procedure is to be used in acquiring approval of Glass Beads for use with Reflectorized Paint and Thermoplastic Pavement Markings. 1. A sample of the beads will be supplied to the Materials Division for testing. The sample should be sent to the Department and the Division at P.O. Box 2261 or 11301 Baseline Road Little Rock, AR 72203 Little Rock, AR 72209 2. Product information including (but not limited to):Recommended Application Rates, Limitations on Usage, Handling Limitations/Warnings, and Material Safety Data Sheet. 3. 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 from this QPL until tests by the Department determine that the producer's product is in compliance with applicable specifications and requirements. Approval may be withdrawn if field performance is unacceptable. 07/2008 QPL 718.021
Methanol Free (1996 Std Specs SS 718-1 & 2003 Std. Specs.)
07/2008 QPL 718.021 Page 2
2. The Contractor shall furnish to the Resident Engineer a copy of the above certification for each lot of paint used on a project at the time it is used. 3. Containers shall be clearly labeled with the manufacturer’s name, formulation name, lot number, and date of manufacture on the top and side of the container.
Materials shall require the following applicable requirements. 1. Certified test reports from an independent testing laboratory showing that the pavement marking paint complies with the current requirements of AHTD Standard Specifications for Highway Construction Section 718. 2. All certified test reports shall include the manufacturer’s name, brand name of the paint, date of manufacture, and infrared spectra of the paint used in the tests. The spectra shall be of the total vehicle and vehicle solids. 3. The manufacturer shall provide a sample and product information, including printed instructions for application. 4. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples of materials listed on the QPL will be taken and tested on a random basis. This testing will be done to affirm that the material is in conformance with the specification. 5. Multiple material failures either in the laboratory or in field applications are sufficient reason to reconsider acceptance of material from a manufacturer. The Materials Engineer will determine if the failures warrant discontinuing acceptance and removal from this QPL. 6. The manufacturer shall furnish to the Materials Division and the Resident Engineer a certification for each lot certifying that the material supplied conforms to all the requirements specified and stating that the material is formulated the same as the material tested for QPL listing. This certification shall include formulation name, lot number, date of manufacture, lot quantity, purchaser, destination of shipment, quantity of shipment and formulation percentages. A list of approved certified lots for use on Department projects is available to the Resident Engineer on the Materials Division’s LAN site. Beginning in September 2005, lots will not be added to this list if the lots are more than one year old and lots will be removed from the list when the lots become one year old. 707/2008 QPL 719.02 THERMOPLASTIC PAVEMENT MARKINGS 2003 STANDARD SPECIFICATIONS 01-WHX-BADA (White Hydrocarbon-Granular Form) Crown Technology, LLC (formerly identified as 12-WHX-BADA) 35 Industrial Park Drive 01-YHX-AEDA (Yellow Hydrocarbon-Granular Form) P.O. Box 789 (formerly identified as 12-YHX-AEDA) Woodbury, Georgia 30293 01-WAX-BADA White Alkyd 01-YAX-AEDA Yellow Alkyd AR-HY-SX-W-1(886076) - White Hydrocarbon Ennis Paint, Inc. AR-HY-SX-Y-1(886077) - Yellow Hydrocarbon P.O. Box 404 AR-AK-SX-W-1(886074) - White Alkyd 1509 S. Kaufman AR-AK-SX-Y-1(886075) - Yellow Alkyd Ennis, Texas 75120 1-800-331-8118 Smart Mark Hydrocarbon W2X1256 & Y2X1246 Dobco Smart Mark Alkyd W1X1256 & Y1X1246 P.O. Box 888 Manchester, Georgia 31816 1-706-846-2221 1996 STANDARD SPECIFICATIONS 12-WHX-AGEA (White Hydrocarbon-Granular Form) Crown Technology, LLC 12-WAX-AGEA (White Alkyd-Granular Form) 35 Industrial Park Drive 12-YHX-ACEA (Yellow Hydrocarbon-Granular Form) P.O. Box 789 12-YAX-ACEA (Yellow Alkyd-Granular Form) Woodbury, Georgia 30293 AR-HY-X-W-1 - White Hydrocarbon Ennis Paint, Inc. AR-HY-X-Y-1 - Yellow Hydrocarbon P.O. Box 404 AR-AK-X-W-1 - White Alkyd 1509 S. Kaufman AR-AK-X-Y-1 - Yellow Alkyd Ennis, Texas 75120 884085-AR White Hydrocarbon-Granular Form 1-800-331-8118 884077-AR Yellow Hydrocarbon-Granular Form 884053-AR White Alkyd-Granular Form 884054-AR Yellow Alkyd-Granular Form
Swarco AR06 (Yellow Hydrocarbon) P.O. Box 89 Swarco AR07 (White Alkyd) Columbia, Tennessee Swarco AR08 (Yellow Alkyd) 38402-0089 1-800-216-8781
ThermaLine Ennis Paint, Inc. (formerly supplied by P.O. Box 404 LaFarge / Linear Dynamics, Inc.) Ennis, Texas 75120 1-800-331-8118
P.O. Box 160 Thomasville, North Carolina 27361 1-336-475-6600 07/2008 QPL 719.02 Page 2
The following procedure must be followed in acquiring approval of materials to be added to the above Qualified Products List:
Heat-fused, pre-formed thermoplastic pavement marking material shall be supplied with a minimum average thickness of 90 mils before application on the roadway surface. Heat-fused, pre-formed thermoplastic pavement marking material when tested without pre-applied surface reflective elements shall meet the requirements of AASHTO M 249 with the exception of the relevant differences due to the material being pre-formed. The material will not be required to meet Specific Gravity, Drying Time, Impact Resistance, Softening Point, Flowability, nor Flowability-Extended Heating as defined in AASHTO M 249. 2. The manufacturer will provide the Materials Division of the Arkansas Highway and Transportation Department (AHTD) with one copy of a certified test report from an independent testing laboratory showing that the Thermoplastic Pavement Marking / Heat-fused, Pre-formed thermoplastic Pavement Marking comply with the current requirements of AHTD’s Standard Specifications for HIGHWAY CONSTRUCTION. All certified test reports shall include the manufacturer’s name, brand name of the Thermoplastic Pavement Marking, and the date of manufacture. Thermoplastic Pavement Marking material shall be tested showing compliance with AASHTO M 249. Heat-fused, Pre-formed thermoplastic Pavement Marking material shall be tested according to AASHTO M 249 with the following modifications. Provisions shall be made in the test method to utilize the material in its pre-formed state when practical, otherwise, the material will be remelted at 218±1°C until homogenous. Color, Yellowness Index, and composition characteristics will be tested without pre-applied, top reflective elements. Cracking Resistance at Low Temperature specimens shall be applied to concrete blocks according to the manufacturer’s recommendation for highway application. 3. The pavement marking material must be evaluated by the National Transportation Product Evaluation Program (NTPEP). Final results must be furnished to the Department upon completion of NTPEP evaluation. At the end of the NTPEP testing, the performance of the pavement marking material will be evaluated and final approval will based on its NTPEP performance. All reports shall include the manufacturer’s name, address, and product name. 07/2008 QPL 719.02 Page 3
Thermoplastic Pavement Marking material shall require a minimum of a 50 Lb. bag or block. Heat-fused, Pre-formed thermoplastic Pavement Marking material shall require three (3) linear feet of material without the pre-applied top elements. 5. If the pavement marking meets 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. 6. Each container shall be clearly and adequately marked per the requirements of AASHTO M 249 and shall indicate the color, weight, batch or lot number, and type of material. 7. Destination samples will be taken as deemed necessary by the Materials Engineer to assure compliance with specifications. 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 720.02
Div. of Patch Rubber Co. P.O. Box H Roanake Rapids, N.C. 27870 (919)536-2574
P.O. Box 89 Columbia, Tennessee 38420-0089 Series 1000 Brite-Line Industries, Inc. 10660 E. 51st Avenue Denver, Colorado 80239 Stamark 5730(White) 3M Company 5731(Yellow) Traffic Control Materials Division Type 3, RPPM Pliant Polymer Tape for Extremely High Traffic Stamark 380I (White) 3M Company 381I (Yellow) Traffic Control Materials Division 3M Center St. Paul, Minnesota 55144-1000 (612)733-1110
07/2008 QPL 720.02 Page 2
Div. of Patch Rubber Co. P.O. Box H Roanake Rapids, N.C. 27870 (919)536-2574 AZTEC 102 P.B. Laminations, Inc. AZTEC 390 2940 Mary Ave. P.O. Box 19893 Brentwood, Missouri 63144 (314)968-2569 Director 2 SWARCO P.O. Box 89 Columbia, Tennessee 38420-0089
10660 E. 51st Avenue Denver, Colorado 80239
621(Yellow)Traffic Control Materials Division **Stamark Series 750 3M Center (Wet Reflective Removable Tape) 750(White) St. Paul, Minnesota 55144-1000 751(Yellow) (612)733-1110 ** May be used on jobs containing Supplemental Specification SS-720-1(5-23-02) and those let under the Standard Specifications for HIGHWAY CONSTRUCTION, Edition of 2003 07/2008 QPL 720.02 Page 3
ATM-400 Advanced Traffic Markings Div. of Patch Rubber Co. P.O. Box H Roanake Rapids, N.C. 27870 (919)536-2574 Director 35 SWARCO P.O. Box 89 Columbia, Tennessee 38420-0089
421(Yellow) Traffic Control Materials Division 3M Center St. Paul, Minnesota 55144-1000 (612)733-1110
07/2008 QPL 720.02 Page 4
specifications and requirements. 07/2008 QPL 721.02
Model 911 Stimsonite / Ennis Paint, Inc. Model 948 (formerly Avery Dennison / Stimsonite) 6565 West Howard Street Niles, IL 60714 1-800-327-5917 Model 290 Series 3M Company Traffic Control Materials Division 3M Center St. Paul, Mn. 55144-1000 (612) 733-1110
E-Bond 1240/1241 E-Bond Epoxies P.O. Box 23069 501 Northeast 33rd Street Ft. Lauderdale, FL 33307 (305)566-6555 Thermoset/Stimsonite RPM Epoxy Stimsonite / Ennis Paint, Inc. EP 308 Resin (formerly Avery Dennison / Stimsonite) EP 308 Hardener 6565 West Howard Street Niles, IL 60714 1-800-327-5917
Crafco Standard Marker Adhesive Crafco, Inc. Part No. 34269 6975 Crafco Way Chandler, Arizona 85226 (800) 528-8242
Traffic Control Materials Division 3M Center St. Paul, Mn. 55144-1000 (612) 733-1110 07/2008 QPL 721.02 Page 2
Eagle Asphalt Bituminous Adhesive Texas Fuel & Asphalt P.O. Box 9605 Corpus Christi, Texas 78469 (512) 289-7800
(formerly Gulf States Asphalt Co. ) Three Riverway, Suite 400 Houston, TX 77056 Gulf States Bitumen Stimsonite / Ennis Paint, Inc. (formerly Avery Dennison / Stimsonite) 6565 West Howard Street Niles, IL 60714 1-800-327-5917
1. Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives for the Permanent Raised Pavement Markers must be evaluated by the National Transportation Product Evaluation Program (NTPEP) as a Raised Pavement Marker, or as an Epoxy Adhesive, or Bituminous Adhesive for raised pavement markers. Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives for the Permanent Raised Pavement Markers upon completion of NTPEP evaluation, final results must be furnished to the Department. At the end of the NTPEP testing, the performance of the Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives will be evaluated and final approval will based on its NTPEP performance. All reports shall include the manufacturer’s name, address, and product name of the Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives. 2. The manufacturer shall submit samples and product information, including printed instructions for application. 3. If the Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives 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. 4. Destination samples will be taken as deemed necessary by the Materials Engineer to assure compliance with specifications. 5. 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 722.02
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