arkansas highway and transportation department · web viewjul 21, 2008 · (if using word...

7-21-2008 (IF USING WORD 2003-HYPERLINK TO QPL BY HOLDING Ctrl & Click QPL)

QUALIFIED PRODUCTS LIST Page301.02** Lime (Re-Certify in February 2009) 7303.02 Aggregate Suppliers 11400.04 Hot Mix/Cold Mix Asphalt Producers for Maintenance 17

(Re-Certify in April 2009)403.03 Asphalt Binder, Cutback, and Emulsified Asphalts 21

(Re-Certify in April 2009)404.011 Anti-strip Agents for Hot Mix Asphalt 27

(Re-Certify in April 2009)404.013 Asphalt Mix Design Laboratories (Superpave) 29404.041 Hot Mix Asphalt Producers 33404.042 Asphalt Extraction Solvents and Asphalt Wash Solvents 35

(Re-Certify in April 2009)409.03 Silicone Additives For Asphalt Cement 39

(Re-Certify in April 2009)410.06 Release Agents for Use in Dump Beds Hauling Hot Mix Asphalt 41

(Re-Certify in April 2009)501.02 Fly Ash (Re-Certify in June 2009) 45501.021 Ground Granulated Blast-Furnace Slag (Re-Certify in June 2009) 49501.023 Modified Portland Cement (Re-Certify in June 2009) 53501.031 Portland Cement (Re-Certify in June 2009 57501.032 Air-Entraining Agent for PC Concrete (Re-Certify in June 2009) 61501.033 Retarding Admixtures for PC Concrete (Re-Certify in June 2009)

65501.034 Preformed Expansion Joint Fillers (Re-Certify in June 2009) 69501.035 Backer Rod for Joint Sealing (Re-Certify in June 2009) 71501.036 Concrete Joint Sealers (Re-Certify in June 2009) 73501.037 Curing Compound for PC Concrete (Re-Certify in June 2009) 77501.04 Ready Mix Concrete Plants 83505.02 Expansion Joint Filler (AASHTO M 213) (Re-Certify in June 2009) 87507.03 Polyester/Epoxy Resin Systems (Re-Certify in June 2009) 89604.02 Construction Raised Pavement Markers(CRPM) 93

(Re-Certify in August 2009)604.021 Construction Concrete Barrier Markers (Re-Certify in August 2009) 95606.021 Precast Concrete Pipe Products (Re-Certify in August 2009) 97606.022 Miscellaneous Precast Concrete Products 101

(Re-Certify in August 2009)606.023 Bitumen/Butyl Rubber Gasket (Re-Certify in August 2009) 107606.024 Metal Pipe Culvert (Re-Certify in August 2009) 109606.025 Polyethylene Pipe (AASHTO M 294, Type S) 113

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(Re-Certify in August 2009) 609.02 Manhole Steps (Re-Certify in August 2009) 117610.02 Miscellaneous Iron Products (Re-Certify in August 2009) 119

Page611.02 Corrugated Polyethylene Tubing and ABS Pipe for Underdrains 121

(Re-Certify in August 2009) 617.021 Guardrail Manufacturers / Suppliers (AASHTO M 180) 123

(Re-Certify in August 2009) 617.022 Repair of Damaged Galvanized Coatings 127

(Re-Certify in August 2009) 617.032 Plastic Guardrail Blockouts (Re-Certify in August 2009) 129618.02 Guardcable (Re-Certify in August 2009) 131619.02 Fence Materials (Re-Certify in August 2009)

133620.02 Non-Asphalt Tackifiers (Re-Certify in August 2009)

137625.02 Geotextile Fabric (Re-Certify in August 2009)

139626.02 Erosion Control Matting (Re-Certify in August 2009) 147634.03 Joint Sealer for Curb & Gutter (Re-Certify in August 2009)

151637.02 Mailbox Supports (Re-Certify in August 2009) 153638.02 Aluminum Epoxy Paint (Re-Certify in August 2009) 155641.02 Cast-In-Place Tactile Panels (Re-Certify in August 2009)

157645.02 Retaining Walls and Modular Block Walls (Re-Certify in August 2009) 159704.02 Preformed Detector Loops (Re-Certify in October 2009) 163704.03 Traffic Loop Wire Sealants (Re-Certify in October 2009) 165708.02 Communication Cable C.G. (PR/AWG) (Re-Certify in October 2009) 167711.02 Concrete Pull Boxes (Re-Certify in October 2009) 169713.02 Span Wire-Traffic Signal (Re-Certify in October 2009) 173718.02 Glass Beads for Traffic Paint & for Thermoplastic Markings 175 (Re-Certify in October 2009) 718.021 Pavement Marking Paint (Re-Certify in October 2009)

177719.02 Thermoplastic Pavement Markings (Re-Certify in October 2009) 179720.02 Permanent Pavement Marking Tape 183

[Retroreflective Preformed Pavement Marking(RPPM)] (Re-Certify in October 2009)

721.02 Raised Pavement Markers & Adhesives (Re-Certify in October 2009)187722.02 Plowable Pavement Markers & Adhesives (Re-Certify in October 2009)

189723.02 Reflective Sheeting (Re-Certify in October 2009) 191

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801.02 Prefabricated Drainage Systems (Re-Certify in December 2009) 195802.022 Precast/Prestressed Concrete Products (Re-Certify in December 200)

197802.18 Felt Joint Materials and Felt Bearing Pads 199

(Re-Certify in December 200)802.19 Concrete Surface Finishes (Re-Certify in December 2006) 201803.021 Class 1 Protective Surface Treatment for Concrete 203 (Re-Certify in December 2009)803.022 Class 2 Protective Surface Treatment for Concrete 205 (Re-Certify in December 2009)803.023 Class 3 Protective Surface Treatment for Concrete 209

Re-Certify in December 2009)804.02 Reinforcing Steel(Uncoated and Epoxy Coated Bars) 211

Re-Certify in December 2009)

Page804.07 Mechanical Rebar Splices (Re-Certify in December 2009) 217805.02 Steel H-Pile Driving Points (Re-Certify in December 2009) 219807.01 Structural Steel Fabricators (Re-Certify in December 2009) 221807.02 Stud Shear Connectors (Re-Certify in December 2009)

223807.05 Welding Materials (Re-Certify in December 2009)

225807.26 Approved Facilities for Certification of Welders 231

(Re-Certify in December 2009)807.66 Nonshrink Grout (Re-Certify in December 2009) 233807.76 Structural Steel Paint System -Primer/Tie Coat/Urethane 237

(Re-Certify in December 2009)808.02 Elastomeric Bridge Bearings (Re-Certify in December 2009) 241809.021 Preformed Bridge Joint Seals (Re-Certify in December 2009)

245809.022 Neoprene Strip Joint Seal (Re-Certify in December 2009) 247810.02 Closed Cell Joint Fillers and Adhesives 249

(Re-Certify in December 2009)812.02 Bridge Name Plates Type C & D (Re-Certify in December 2009) 251815.02 Dampproofing and Membrane Waterproofing Materials 253

(Re-Certify in December 2009)

**301.02# First three numbers identify the Standard Specifications for Highway Construction Section where the product is initially found. The fourth and fifth numbers identify

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the Standard Specifications for Highway Construction Subsection where the product is found. The sixth number identifies the order that a product is mentioned in a Subsection.

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FOREWORD

This publication is issued by the Materials Division for use by Arkansas Highway and Transportation Department personnel. Its purpose is to make available a list of qualified products for use on Department projects.

This publication shall be used in conjunction with the Manual of Field Sampling and Testing Procedures, the Standard Specifications for Highway Construction, Supplemental Specifications, Special Provisions, project plans, and other supplementary documents effective at the time of use.

Care should be taken to assure that reference is made to the current "Qualified Products List" at the time of usage, regardless of the letting date of a contract. (The time of usage is defined as the date of the Department's inspection and acceptance of the product for a specific project, contract, or purchase order.) Previous editions will be void upon publication of revisions. Periodic updates are available on the Department’s Internet web site:

www.arkansashighways.com/contract/contract.htm .

Approval of a product and its inclusion in a Qualified Product List (QPL) is an acceptance of a particular product formulation or composition. A change in that formulation or composition will require a reapproval of the material. Advising the Department of such changes is the responsibility of the manufacturer and/or supplier. Any significant deviation in performance from the original approved sample may result in removal of the product from the QPL. Random samples shall be taken by the Department from a job site or a supplier to verify continued specification compliance. In addition, a change in the Department's specifications may alter the required characteristics of products on a particular QPL. All products on such a list would then have to be reapproved. If an approved product is not used on a Department project during any two-year period that product may be removed from the QPL.

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No information contained in these lists is to be used for promotional purposes. Any questions concerning the contents or use of this publication should be directed to the Materials Division.

Prior to the addition of a product/supplier/producer to a Qualified Products List a certification may be required to be on file with the Department. The certification will read similarly to the following.

Product Certification:_____________________________Product Name

This is to certify that ( Brand Name and Type of Material ) manufactured by ( Company Name ) meets or exceeds the Arkansas Highway and Transportation Department's material requirements for this item. This material is the same formulation/design as approved by the Materials Division, Arkansas Highway and Transportation Department. The Department will be notified of changes in material formulation, material design, and/or brand name. I understand that any significant deviation in performance from the original approved sample may result in removal of the product from the QPL and that random samples will be taken by the Department from a job site or a supplier to verify continued specification compliance. In addition, a change in the Department's specifications may alter the required characteristics of products on a particular QPL. All products on such a list will then have to be reapproved. If an approved product is not used on a Department project during any two-year period that product may be removed from the QPL.

The following will also apply for products containing iron or steel:

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

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supplier/fabricator of an intermediate product will also certify that the product complies with "Buy America" requirements.

Company Name /Plant Location :____________________________________________ Signature :____________________________ Date: ___________________________

Typed/Printed Name: ____________________________

Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________

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07/2008 QPL 301.02

LIME

(HYDRATED AND QUICK LIME FOR SOIL MODIFICATION or

LIME TREATED SUBGRADE)

ARKANSAS LIME CO. CHEMICAL LIME COMPANY P.O. BOX 2356 P.O. BOX 473 BATESVILLE, ARKANSAS 72501 CLIFTON, TEXAS 76634 FALCO LIME INC. MISSISSIPPI LIME CO. 1543 HAINING ROAD P.O BOX 31 VICKSBURG, MISSISSIPPI 39180-9069 ST. GENEVIEVE, MISSOURI 63670

TEXAS LIME CO. U S LIME COMPANY - ST. CLAIR P.O. BOX 851 P.O. BOX 160 CLEBURNE, TEXAS 76031 MARBLE CITY, OKLAHOMA 74945

METHOD OF DOCUMENTATION OF ACCEPTANCE: By type and manufacturer. Manufacturer shall supply a material certification to the Resident Engineer with each shipment.

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07/2008 QPL 301.02 Page 2

AGREEMENT FOR THE ACCEPTANCE OF LIME BASED ON PRODUCER/SUPPLIER CERTIFICATION

Lime will be accepted by the Arkansas State Highway and Transportation Department based on the producer's/ supplier's certification that the material meets all requirements of applicable Department specifications (AASHTO M 216) under the following conditions: 1. The producers/suppliers shall maintain a file of their test results and methods of testing. 2. Lime shall be sampled and tested by the producer as needed to maintain specification compliance(monthly composite samples will be tested as a minimum). Results of these tests covering the lime certified and shipped to Department projects shall be furnished to the Department's Materials Division upon request. 3. Shipments to Department projects shall be made only from bins/silos that are certified to meet Department specifications. 4. The producer/supplier shall furnish with each shipment a certification for containing the following: a. consignee b. date and place of production c. date and time of shipment d. truck or railroad car number e. quantity of lime shipped f. type of lime(hydrated/quicklime) g. bin/silo number from which shipped h. a statement that "This is to certify that the lime in this shipment is from bin/silo number_______and complies to AASHTO M 216." i. the signature of a responsible company official One copy of the shipment certification form for the Resident Engineer shall accompany the shipment. 5. The Department will make periodic inspections of the producer's product by source sampling and by checking test results and methods of testing used by the producer.

07/2008 QPL 301.02 Page 3

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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 lime and suspend further shipments until tests by the Department determine that the producer's product is in compliance with applicable specifications and requirements. Acceptance of lime by this method is subject to withdrawal for failure to comply with the above requirements. Please acknowledge agreement to the above requirements by signing and returning a copy of this letter for our producer files.

____________________________________________ Company Name – Plant Location

____________________________Signature

____________________________ ___________________________Typed/Printed Name Date

Telephone No.: _______________________ Fax No.: _________________________

Email Address: ___________________________

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07/2008 QPL 303.02

COARSE AGGREGATEQUALIFICATION BASIS –ACCEPTABLE LA ABRASION AND/OR SODIUM SOUNDNESS FOR STONE AND LA ABRASION FOR GRAVEL

(Material types incorporated into the finished product that were not included in the Annual Quality Control Sampling may result in material NOT meeting Specifications)SUPPLIER LOCATION CO. DIST. MATERIAL QUALIFIED MATERIAL

NO. TYPE PCC ACHM MIN.AGG.

BASE RIP RAP R.BUTT. GAB.STONE

APAC TENNESSEE BIRDEYE, AR, 0.8 MI N. OF HWY 142 ON HWY 167 @ BIRDEYE 19 1 GRAVEL X X X X

APAC TENNESSEE, WHITE OAK PIT WYNNE, AR. 4 MI. E. ON HWY 64 1 MI N. CORD 19 1 GRAVEL X X X X

BRICKEY’S QUARRY BLOOMSDALE, MO MO 1 LIMESTONE X X X X X X X

MEMPHIS STONE ANDERSON. PIT HERNANDO, MS. MS 1 GRAVEL X X X X

MARTIN MARIETTA (THREE RIVERS QUARRY) SMITHLAND, KY KY 1 LIMESTONE X X X X X X X

MISSISSIPPI LIMESTONE CO. FRIAR’S POINT, MS. MS 1 GRAVEL X X X

TOWER ROCK STONE STE. GENEVIEVE STE. GENEVIEVE, MO MO 1 LIMESTONE X X X X X X X

VULCAN –GRAND RIVER QUARRY (formerly REED QUARRY) GILBERTSVILLE, KY KY 1 LIMESTONE X X X X X X X

JOHN REED PIT (K&K TRUCKING) STAR CITY, AR. OFF LINE CORD 29 SEC 31 40 2 GRAVEL X X X X

SOUTHEAST GRAVEL CO., SMITH PIT STAR CITY, AR. 3 MII. SE. HWY 425 ON HWY 54 40 2 GRAVEL X X X X

BLUE BAYOU SAND & GRAVEL NASHVILLE, AR, 8 MI W. NASHVILLE ON HWY 24 31 3 GRAVEL X X X X

CROW AGGREGATES LOCKESBURG, AR, 66 3 GRAVEL X X X X

HANSON AGGREGATES WILTON, AR, 2 MI N. WILTON ON HWY 71 41 3 GRAVEL X X X X

MARTIN MARIETTA SAWYER, OK. OK 3 SANDSTONE X X X X X X

MARTIN MARIETTA BROKEN BOW SAND & GRAVEL BROKEN BOW, OK. OK 3 GRAVEL X X X X

PIKE COUNTY CONSTRUCTION (Leased from R.D. PLANT), KIRBY KIRBY, AR 55 3 SANDSTONE X X X X X X X

SMITH BUSTER SAWYER, OK. OK 3 SANDSTONE X X X X X X X

SMITH COUNTY (HMB) QUARRY DEQUEEN, AR 2 MI EAST JUCT 70 & 71 ON HWY 71 66 3 SANDSTONE X X X X X X

TRINITY MATERIALS/TRANSIT MIX (formerly COSSATOT MATL'S. INC)

LOCKESBURG, AR, W. ON HWY 24 66 3 GRAVEL X X X X

WOLF CREEK SAND AND GRAVEL ANTOINE, AR 2 MI N. JCT HWY 19 & 29 ON HWY 29 55 3 GRAVEL X X X X

APAC ARKANSAS ARKOLA, JENNY LIND QUARRY JENNY LIND, AR, 1 MI E. HWY 71 65 4 SANDSTONE X X X X X X

APAC ARKANSAS ARKOLA, PRESTON QUARRY VAN BUREN, AR, 1 MI E. OF HWY 60 N. OF I-40 17 4 SANDSTONE X X X X X X X

APAC ARKANSAS ARKOLA, SAND & GRAVEL SPIRO, OK OK 4 SANDSTONE X X X X X X X

APAC AR MCCLINTON ANCHOR HINDSVILLE QUARRY SPRING VALLEY, AR 1.5 MI. S. ON HWY. 303 JCT OF HWY 412 & 303 72 4 LIMESTONE X X X X X X X

APAC AR MCCLINTON ANCHOR WEST FORK QUARRY WEST FORK , AR (COLD MIX ONLY) 72 4 LIMESTONE X

CHRISMAN QUARRY ALTUS, AR, 1.25 MI E OF JCT I-40 & 186 ON CO. RD. 24 4 SANDSTONE X X X X X X X

CHRISMAN QUARRY RATCLIFF, AR, HWY. 22 1 MI N. ON CO. RD. @ RATCLIFF 42 4 SANDSTONE X X X X X X X

LOGAN CO. MATL. SCHWARTZ QUARRY MIDWAY, AR, 1.25 MI N. OF HWY 22 ON 109 42 4 SANDSTONE X X X X X X X

MARTIN MARIETTA (MERIDIAN) HERZOG HATTON, AR, 0.5 MI E. OF HWY 71 ON CO. RD. 57 4 TUFF X X X X X X X

NORTHWEST ARKANSAS QUARRIES, LLC SONORA, AR, 2 MI N ON CO. RD. 72 4 LIMESTON X X X X X X X

OUACHITA ROCK POLK COUNTY AR. ON BIG FORK CREEK 57 4 CHERT/GRVL X X X X

PINE BLUFF SAND AND GRAVEL, RIVER MT. QUARRY DELAWARE, AR, MI N. OFF HWY 393 ON CO./RD. 42 4 SANDSTONE X X X X X X X

ARKANSAS QUALITY STONE ASH FLAT, AR, 2 MI N. HWY 167 1.5 E.ON CO. RD. 67 5 DOLOMITE X X X X X X X

ATLAS ASPHALT CORD, AR. 3 MI. N. HWY 25 2 MI. W. ON CO. RD. 32 5 LIMESTONE X X X X X X X

BRADLEY STONE QUARRY CORD, AR, 3 MI N. ON HWY 25 N. ON CO.RD. 1MI 32 5 DOLOMITE X X X X X X X

DOSS & HARPER STONE-COUCH COUNTY ROAD E-201 (1 MI N OF COUCH) MO 5 DOLOMITE X X X X X X X

EDWARDS BROTHERS LACROSSE SAGE, AR, 4 MI N. ON LACROSSE CO. RD. 33 5 DOLOMITE X X X X X X X

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J.L.C. QUARRY LETONA, AR. HWY 310 @ LETONA 73 5 SANDSTONE X X X X X X X

KING QUARRY THAYER, MO MO 5 DOLOMITE X X X X X X X

L & N QUARRIES MT. VIEW, AR, 6 MI W. MT. VIEW ON HWY 66 1 MI N ON CO.RD. 69 5 LIMESTONE X X X X X X X

MIDWEST LIME, INC. BATESVILLE, AR, 2 MI N. ON HWY 167 32 5 LIMESTONE X X X X X X X

MT. VIEW READY MIX MT. VIEW, AR, 2 MI N. HWY 69 69 5 GRAVEL X X X X

PRYOR MT. QUARRY, INC. PEARSON, AR, 7 MI. N. PEARSON ON HWY 16 W. SIDE OF HWY. 12 5 SANDSTONE X X X X X X X

QUALITY STONE, LONESTAR QUARRY ROSEBUD, AR, 5.5 MI N ON HWY 5, RT/LONESTAR RD. LT/WILDMAN 73 5 SANDSTONE X X X X X X X

DISTRICT #5 SOURCES CONTINUED NEXT PAGE

07/2008 QPL 303.02

COARSE AGGREGATE QUALIFICATION BASIS –ACCEPTABLE LA ABRASION AND/OR SODIUM SOUNDNESS FOR STONE AND LA ABRASION FOR GRAVEL

(Material types incorporated into the finished product that were not included in the Annual Quality Control Sampling may result in material NOT meeting Specifications)

SUPPLIER LOCATION CO. DIST. MATERIAL QUALIFIED MATERIAL

NO. TYPE PCC ACHM MIN.AGG.

BASE RIP RAP R.BUTT. GAB.STONE

ROCKY RIDGE QUARRY ELIZABETH, AR. 3 MI S. E. POST OFFICE ON CO. RD. 2 LEFT CO. RD. 97

25 5 DOLOMITE X X

ROGERS GROUP, BEEBE QUARRY BEEBE, AR. EXIT 31 HWY 167, 3 MI. N. ON HWY 31, 267 SPUR 1 MI. TO BLUE HOLE ROAD

73 5 SANDSTONE X X X X

SOUTH SIDE MATERIALS. (ROCKY POINT) SOUTH SIDE, AR., 7 MI S. BATESVILLE, AR. ON HWY 167 32 5 LIMESTONE X X X X X X X

VULCAN (R. P. -S.A.M.) JUDSONIA, AR, 2 MI N. OF JCT HWY 67 & 385 ON 385 64 5 SANDSTONE X X X X X X X

WEBCO MINING, TUCKER BLUFF EL PASO, AR., 1.5 MI. N. ON HWY 5 73 5 SANDSTONE X X X X X X X

WHITE RIVER MATERIAL CO. BATESVILLE, AR, HWY 167 ON WHITE RIVER 32 5 GRAVEL X X X X

GRANITE MT. CRYSTAL HILL QUARRY MAUMELLE, AR, 2 MI W. I-430 ON MAUMELLE BLVD. 60 6 SANDSTONE X X X X X X X

GRANITE MT. QUARRY SWEET HOME, AR, 1 MI N. JCT HWY 65 & 338 60 6 SYENITE X X X X X X X

GRANITE MT. QUARRY #3 BRYANT AR, 4 MI S. BRYANT East OFF HWY 183 60 6 SYENITE X X X X X X X

MARTIN MARIETTA MTLS., INC. (M.S. JONES MILL) JONES MILL, AR, 4 MI N. I-30 ON HWY 270 30 6 SANDSTONE X X X X X X X

OUACHITA SAND & GRAVEL MALVERN, AR. SOUTH JCT HWY 84 & I-30 30 6 GRAVEL X X X X

ROGERS GROUP, INC. CABOT QUARRY CABOT, AR, HWY 5, 1 MI N. JCT. HWY 5 & 67 43 6 SANDSTONE X X X X X X X

ARKANSAS GRAVEL HAMPTON, AR. BRADSHAW MINE 7 7 GRAVEL X X X X

B & B GRAVEL AND TRUCKING CO. EAGLE MILLS / HOLLY SPRINGS, AR., 1 MI. S. LFT ON HWY 9 52 7 GRAVEL X X X

JOHNSVILLE SAND & GRAVEL CO. JOHNSVILLE, AR, 1 MI S. HWY 160 ON CO. RD. 56 6 7 GRAVEL X X X X

STANDARD GRAVEL CO. TRIANGLE PIT EAGLE MILLS, AR, 5 MI N. HWY 9 2 MI E. CO. RD. 52 7 GRAVEL X X X X

CHRISMAN QUARRY CLARKSVILLE, AR, 2 MI N. ON HWY 21 36 8 SANDSTONE X X X X X X X

DELTA CLINTON QUARRY BEE BRANCH, AR., 4 MI N. ON HWY 65 71 8 SANDSTONE X X X X X X X

DUFFIELD QUARRY GUM LOG, AR, 2 MI W. ON HWY 326 58 8 SANDSTONE X X X X X X X

DUFFIELD QUARRY RUSSELLVILLE, AR, 0.5 MI N. OF NEW HOPE ON HWY 247 58 8 SANDSTONE X X X X X X X

ROGERS GROUP, CHAPMAN QUARRY TOADSUCK, AR 53 8 SANDSTONE X X X X X X X

ROGERS GROUP, CLEVELAND QUARRY CLEVELAND, AR 15 8 SANDSTONE X X X X X X XROGERS GROUP, CONWAY CO. QUARRY SOLGOHACHIA, AR 1.3 MI N ON HWY 95 LFT SIDE 15 8 SANDSTONE X X X X X X X

ROGERS GROUP (M&M) REYNOLDS QUARRY GREENBRIER, AR, 6 MI N. ON HWY 65 23 8 SANDSTONE X X X X X X X

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TIGUE BROTHERS DAVIS PIT CADDO GAP, AR, 1 MI E. ON CO. RD. 49 8 CHERT/STO. X X X X X X X

APAC AR MCCLINTON ANCHOR AVOCA QUARRY AVOCA, AR, 1 MI E. ON HWY 62 4 9 LIMESTONE X X X X X X X

APAC AR MCCLINTON ANCHOR BELLA VISTA QUARRY BELLA VISTA, AR, HWY 71 @ AR & MO LINE 1 MI E. ON CO. RD. 4 9 LIMESTONE X X X X X X X

APAC AR MCCLINTON ANCHOR SHARP QUARRY LOWELL, AR, 3 MI S. ON HWY 71 4 9 LIMESTONE X X X X X X X

APAC AR MCCLINTON ANCHOR VALLEY SPRINGS QRY. VALLEY SPRINGS, AR, 0.5 MI N. ON HWY 65 5 9 LIMESTONE X X X X X X X

BAILEY QUARRIES, INC. EAST QUARRY JANE, MO MO 9 DOLOMITE X X

BAILEY QUARRIES, INC. WEST QUARRY JANE, MO MO 9 DOLOMITE X X X X X X X

BENTON CO. STONE GRAVETTE, AR, 2 MI N. HWY 59 4 9 LIMESTONE X X X X X X X

BINGHAM SAND AND GRAVEL – OTTAWA MINE PICHER, OK OK 9 CHERT/STO. X X X X X X XCARROLL CO. STONE R & R QUARRY BERRYVILLE, AR, 2 MI E. ON HWY 62 8 9 DOLOMITE X X X X X X X

CARROLL CO. STONE EAST QUARRY BERRYVILLE, AR, 2 MI E. ON HWY 62 (ACROSS FROM R&R QUARRY) 8 9 DOLOMITE X X

CARROLL CO. STONE EAST QUARRY LEVEL 1B ONLY BERRYVILLE, AR, 2 MI E. ON HWY 62 (ACROSS FROM R&R QUARRY) 8 9 DOLOMITE X X X X X X X

FLIPPIN SAND & GRAVEL (CROOKED CK.) WOODS PIT FLIPPIN, AR, 1 MI E. ON HWY 62 S. ON CO.RD.7041 ON WOODS PROP.

45 9 GRAVEL X

FLINT ROCK PRODUCT ADMIRIL “T” MINE PICHER, OK OK 9 CHERT/STO. X X X X X X X

07/2008 QPL 303.02

COARSE AGGREGATEQUALIFICATION BASIS –ACCEPTABLE LA ABRASION AND/OR SODIUM SOUNDNESS FOR STONE AND LA ABRASION FOR GRAVEL

(Material types incorporated into the finished product that were not included in the Annual Quality Control Sampling may result in material NOT meeting Specifications)

SUPPLIER LOCATION CO. DIST. MATERIAL QUALIFIED MATERIAL

NO. TYPE PCC ACHM MIN.AGG. BASE RIP RAP R.BUTT. GAB.STONE

HUTCHENS CONSTRUCTION EAGLE ROCK, MO MO 9 LIMESTONE X X X X

JOURNAGAN CONST. N. BRANSON QUARRY HOLLISTER, MO 1 MI S. OF BRANSON ON HWY 65 EAST SIDE MO 9 LIMESTONE X X X X X X X

JOURNAGAN CONST. S.HOLISTER QUARRY HOLLISTER, MO 1.5 MI S. ON HWY 65 EAST SIDE MO 9 LIMESTONE X X X X X X X

JOURNAGAN CONST. OMAHA QUARRY OMAHA, AR, 2MI WEST ON HWY 65 , WEST SIDE 05 9 LIMESTONE X X X X X X X

KING SAND & GRAVEL MOUNTAIN HOME, AR, 2.5 MI N.W. ON HWY 5 45 9 GRAVEL X X X X

L & N HOLSTEAD QUARRY LESLIE, AR. 65 9 LIMESTONE X X X X

M.L.H. QUARRY (LICK CREEK) GAINESVILLE, MO. MO 9 GRAVEL X X X X

MT. HOME R/M (CROOKED CRK) YELLVILLE, AR, E OF YELLVILLE ON CROOKED CK. 45 9 GRAVEL X X X X

NORTH CENTRAL ARKANSAS QUARRY BUFORD, AR, 6 MI. S. MT.HOME ON HWY. 126 45 9 DOLOMITE X X X X X X

RAINS CONTRACTING BEAR CREEK QUARRY BEAR CREEK SPRINGS, AR, 05 9 LIMESTONE X X X X

ROGERS GROUP QUARRY LOWELL, AR, 4 MI E. ON HWY 264 72 9 LIMESTONE X

X X X X X

TWIN LAKES NUMBER 1 MOUNTAIN HOME, AR, 2.5 MI N.W. ON HWY 5 3 9 DOLOMITE X X X X X X X

YEARY SAND & GRAVEL, BEAVER CREEK, SITE #2 TANEYVILLE, MO. ON BEAVER CREEK 1 MILE OFF HWY FF MO 9 GRAVEL X X X X X X X

CAPITAL QUARRIES CO.(formerly POWHATAN QUARRY, LLC.) POWHATAN, AR. 0.5 MI E ON HWY 25 NORTH SIDE OF HWY. 38 10 DOLOMITE X X X X X X X

DRUM WRIGHT PIT GREENFIELD HARRISBURG, AR, 2.9 MI N. ON HWY 1 1.9 MI E. ON CO. RD. 56 10 GRAVEL X X X X

15

HECKETT MULTISERV ARMOREL, AR. (Plants 49 & 54) 47 10 SLAG X ** **Class 1 &

Class 2

**

HEDGER AGGREGATES (141) JONESBORO, AR, 2.3 MI N. ON HWY 141 16 10 GRAVEL X X X X

JET MATERIALS POCAHONTAS, AR, 3.5 MI N. ON HWY 251 W. ON CO.RD. 61 10 DOLOMITE X X X X

MARTIN MARIETTA (MERIDIAN) NORTH QUARRY BLACK ROCK, AR, 4 MI N. ON HWY 63, NORTH SIDE 38 10 DOLOMITE X X X X X X X

RAZOR ROCK HARRISBURG PIT PLANT 671 WHITEHALL, AR, 1.9 MI N. ON HWY 1, 1.55 MI E. ON FARM HILL RD. 56 10 GRAVEL X X X X

RAZOR ROCK HARRISBURG PIT #2 PLANT 673 WHITEHALL, AR, 1.9MI N ON HWY 1, 1.3 MI E. ON FARM HILL RD 56 10 GRAVEL X X X X

RAZOR ROCK JONESBORO PLANT 675 JONESBORO, AR, 2.7 MI N JCT HWY 49 & 63 ON 63 16 10 GRAVEL X X X X

RAZOR ROCK PARAGOULD PLANT 676 PARAGOULD, AR ,JCT.HWY 49&412 7 MI W. ON 412 TO CO.RD.718 S..

28 10 GRAVEL X X X X

SOUTHEAST MISSOURI STONE (DELTA) CAPE GIRARDEAU, MO MO 10 LIMESTONE X X

TRI - COUNTY SAND& GRAVEL KNOB, AR 2.9 MI S.E. HWY141 ON CO. RD.406 1.3 MI S. ON CO. RD. 413

11 10 GRAVEL X X X X

VULCAN (BLACK ROCK QUARRY) BLACK ROCK, AR, 3 MI N. ON HWY 63 38 10 DOLOMITE X X X X X X X

Stockpiles with 27% Chert Available; If used for wearing course requires less non-limestone coarse aggregate.**Steel Slag may be used for Mineral Aggregate, Base Course (Cl 1 & 2), or Rip Rap on jobs containing

Supplemental Specifications SS-303-2, SS-402-1, SS-403-1, or SS-816-2 (5-23-02) & Jobs Under 2003 Std. Specs.

THIS IS A LIST OF CURRENTLY QUALIFIED AGGREGATE MATERIAL SOURCES AND THEIR POTENTIAL USES. AGGREGATE SOURCES ARE REQUIRED TO BE TESTED ON A YEARLY BASIS TO MAINTAIN THIS QUALIFICATION. IF THERE ARE QUESTIONS CONCERNING THE LIST, CONTACTMATERIALS DIVISION AT (501) 569-2187.

16

07/2008 QPL 303.02

FINE AGGREGATE SUPPLIERSSUPPLIER LOCATION CO. DIST PCCP ACHM

APAC TENNESSEE BIRDEYE, AR 19 1 X XBRICKEY’S STONE BLOOMSDALE, MO MO 1 XMEMPHIS STONE & GRAVEL, INC. HERNANDO, MS. MS 1 X XMETRO MATERIALS MEMPHIS, TN. TN 1 X XMISSISSIPPI LIMESTONE FRIAR’S POINT, MS. MS 1 X XTOWER ROCK STE. GENEVIEVE, MO MO 1 XVULCAN MATERIALS GILBERTSVILLE, KY KY 1 XJ.J. FERGUSON (BLACK HAWK PIT) GREENWOOD, MS. MS 2 X XPINE BLUFF SAND & GRAVEL PINE BLUFF, AR 35 2 X XSOUTHEAST GRAVEL-SMITH PIT STAR CITY, AR. 40 2 X XTXI AGGREGATES (LA IND.) PERRYVILE, LA LA 2 X XBLUE BAYOU SAND & GRAVEL NASHVILLE, AR 31 3 X XCOSSATOT MATL'S INC. LOCKSBURG, AR 66 3 X XCROW AGGREGATES LOCKSBURG, AR 66 3 X XGARLAND S & G GARLAND, AR. 46 3 XHANSON AGGREGATES WILTON, AR 41 3 X XSMITH BUSTER SAWYER, OK OK 3 XAPAC ARKANSAS ARKHOLA, POOLS 12 -14 FORT SMITH/VAN BUREN, AR 65 4 X XAPAC ARKANSAS ARKHOLA JENNY LIND, AR 65 4 XAPAC ARKANSAS ARKHOLA VAN BUREN, AR 65 4 XAPAC ARKANSAS McCLINTON-ANCHOR HINDSVILLE, AR 72 4 XAPAC ARKANSAS McCLINTON-ANCHOR WEST FORK, AR 72 4 XARKHOLA SAND & GRAVEL MUSKOGEE, OK (ARKANSAS

RVR E. HWY 69)OK 4 X X

MUSKOGEE SAND CO. MUSKOGEE, OK (ARKANSAS RVR W. HWY 69)

OK 4 X X

OZARK MATL. CO. GUTHRIE ISLAND OZARK, AR 24 4 XPINE BLUFF SAND & GRAVEL DELAWARE, AR 42 4 XSPIRO SAND & GRAVEL SPIRO, OK OK 4 XARKMO SAND & GRAVEL NEWARK, AR 32 5 X XEDWARDS BROS. LACROSSE, AR 33 5 XGALLOWAY SAND & GRAVEL BATESVILLE, AR 32 5 XMIDWEST LIME CO. BATESVILLE, AR 32 5 XPRYOR MT. QUARRIES INC. PEARSON, AR 12 5 XSCURLOCK AGGREGATES, INC. POSSUM GRAPE, AR. 34 5 X XSOUTHSIDE MATERIALS SOUTHSIDE, AR. 32 5 XVULCAN MATERIALS JUDSONIA, AR 64 5 XVULCAN MATERIALS FLOYD, AR 73 5 XWEBCO MINING EL PASO, AR 73 5 XCENTRAL ARKANSAS SAND NORTH LITTLE ROCK, AR 60 6 X3M (DONNA FILL) LITTLE ROCK, AR 60 6 XE.C.ROWLETT MAUMELLE, AR 60 6 XGRANITE MT. SWEET HOME, AR 60 6 XJEFFREY SAND CO. NORTH LITTLE ROCK, AR 60 6 X XKENNERLY PIT MALVERN, AR 30 6 XMARTIN MARIETTA JONES MILL, AR 60 6 XOUACHITA SAND AND GRAVEL MALVERN, AR 30 6 X XROGERS GROUP CABOT, AR 43 6 X

20

07/2008 QPL 303.02

SUPPLIER LOCATION CO. DIST PCCP ACHMB & B GRAVEL CO. EAGLE MILLS, AR 52 7 X XHANSON AGGREGATES EAGLE MILLS, AR 52 7 X XJOHNSVILLE SAND & GRAVEL CO. JOHNSVILLE, AR 6 7 X XSTANDARD GRAVEL CO. TRIANGLE PIT EAGLE MILLS, AR 52 7 X XCHRISMAN CLARKSVILLE, AR 36 8 XDUFFIELD RUSSELLVILLE, AR 58 8 X XDUFFIELD GUM LOG, AR 58 8 XJEFFREY SAND CO. CONWAY, AR 23 8 X XLENTZ CONSTRUCTION CO. CONWAY, AR 23 8 X XLENTZ CONSTRUCTION CO. MORRILTON, AR 15 8 X XPYRAMID ROCK (ROGERS GROUP) GREENBRIER, AR 23 8 XROBINSON INC. RUSSELLVILLE, AR 58 8 X XROGERS GROUP TOAD SUCK, AR 53 8 XROGERS GROUP GREENBRIER, AR 23 8 XAPAC ARKANSAS McCLINTON-ANCHOR AVOCA, AR 4 9 XAPAC ARKANSAS McCLINTON-ANCHOR BELLA VISTA, AR 4 9 XAPAC ARKANSAS McCLINTON-ANCHOR LOWELL, AR 4 9 XAPAC ARKANSAS McCLINTON-ANCHOR VALLEY SPRINGS, AR 5 9 XBENTON CO. STONE GRAVETTE, AR 4 9 XBINGHAM SAND & GRAVEL - OTTAWA MINE

PICHER, OK OK 9 X

CARROLL CO. STONE BERRYVILLE, AR 8 9 XEVERTON SAND (CRUSHED APAC – VALEY SPRINGS)

EVERTON, AR 5 9 X

FLINT ROCK PRODUCTS – ADMIRAL “T” PICHER, OK OK 9 XJOURNAGAN CONST HARRISON, AR 5 9 XJOURNAGAN CONST. FORUM, AR 41 9 XJOURNAGAN CONST. HOLLISTER, MO MO 9 XJOURNAGAN CONST. OMAHA, AR 5 9 XKING SAND & GRAVEL MOUNTAIN HOME, AR 45 9 X XRAINS CONSTRUCTION BEAR CREEK BEAR CREEK SPRINGS, AR 5 9 XROGERS GROUP LOWELL, AR 72 9 XTWIN LAKES MT. HOME, AR 3 9 XYEARY SAND & GRAVEL TANEYVILLE, MO. MO 9 XCAPITOL QUARRY POWHATAN, AR 38 10 XDRUM WRIGHT PIT GREENFIELD HARRISBURG, AR 56 10 X XHEDGER AGGREGATES JONESBORO, AR 16 10 X XJET MATERIALS POCAHONTSAS, AR. 61 10 XMARTIN MARIETTA BLACK ROCK, AR 38 10 XMERIDIAN AGGREGATE INC. BLACK ROCK, AR 38 10 XMUSIK PIT (DELTA ASPHALT) BASSETT, AR 47 10 XRAZOR ROCK HARRISBURG PIT PLANT 671

WHITEHALL, AR 56 10 X X

RAZOR ROCK JONESBORO PLANT 675 JONESBORO, AR 16 10 X XRAZOR ROCK PARAGOULD PLANT 676 PARAGOULD, AR 28 10 X XVULCAN MATERIALS BLACK ROCK, AR 38 10 X

The above suppliers have recently furnished fine aggregates that were used for Asphalt Concrete Hot Mix and Portland Cement Concrete on Department projects. The listing of a material source on the QPL will in no way relieve the Contractor or Supplier of furnishing material meeting the specification.

21

07/2008 QPL 400.04

CERTIFIED SUPPLIERSof

HOT MIX ASPHALT / COLD PLANT MIX ASPHALT PRODUCERS for

MAINTENANCE SUPPLY CONTRACTS ONLYThe following is a list of Hot Mix Asphalt Producers by general location who are qualified to supply Hot Mix Asphalt and/or Cold Mix Asphalt to the Department for maintenance supply contracts on the basis of a material certification.

DISTRICT 1

24

APAC Tennessee, Inc. - Forrest City, AR. APAC Tennessee, Inc. - Memphis, TN. APAC Tennessee, Inc. – West Memphis, AR. APAC Tennessee, Inc. - Wynne Asphalt - Wynne, AR DISTRICT 2 APAC Mississippi, Inc. – Greenville, MS. Pine Bluff Sand & Gravel Co. (2) - Pine Bluff, AR. R.M. Courson, Inc. (2) - Monticello, AR. DISTRICT 3 DeQueen Sand and Gravel Co., Inc. - DeQueen, AR. Pike County Construction - Murfreesboro, AR.

(formerly R.D. Plant Contracting Co., Inc.) R.K. Hall Construction, LTD (formerly APAC Texas, Inc.). - DeQueen, AR. R.K. Hall Construction, LTD (formerly APAC Texas, Inc.) - Texarkana, AR. DISTRICT 4 APAC Arkansas, Inc. / Arkhola Division - Alma, AR. (Preston Quarry) APAC Arkansas, Inc. / Arkhola Division - Jenny Lind, AR. APAC Arkansas, Inc. / McClinton-Anchor Division - West Fork, AR. (Cold Mix Only) Kiewit Southern Company (Sonora)- Springdale, Arkansas Logan County Asphalt Company – Guthrie, OK. DISTRICT 5 Atlas Asphalt, Inc. (Midwest Lime) - Batesville, AR. Atlas Asphalt, Inc. – Mountain View, AR. Delta Asphalt of Arkansas, Inc. - Tuckerman, AR. Delta Asphalt of Arkansas, Inc. - Judsonia, AR.

07/2008 QPL 400.04Page 2

DISTRICT 6 Asphalt Products, Inc. - Little Rock, AR. (Lasiter plant) Cranford Construction Co. - Bryant, AR. Cranford Construction Co. - North Little Rock, AR. Cranford Construction Co. – Little Rock, AR. Cranford Construction Co. – Little Rock, AR.

(plant-Dickson Road -Mobile Plant) E. C. Rowlett Construction Co., Inc. - North Little Rock, AR. (plant-Cranford Construction Co.-Crystal Hill #4)

Martin Marietta Materials, Inc. - Jones Mill, AR. Rogers Group, Inc. -Cabot Quarries - Cabot, AR.

25

DISTRICT 7 Jet Asphalt & Rock Co., Inc. - Camden, AR. Jet Asphalt & Rock Co., Inc. – Eagle Mills, AR. Jet Asphalt & Rock Co., Inc. - El Dorado, AR.(Smackover Hwy.) DISTRICT 8 Blackstone Construction, LLC - Russellville, AR

(formerly Jack Wood Construction) Delta Asphalt of Arkansas, Inc. (CMI) – Bee Branch, AR. Jay-Pac, Inc. – Hartman, AR. Jay-Pac, Inc. – Plumerville, AR. Rogers Group, Inc. - Conway, AR. Rogers Group, Inc. - Greenbrier, AR. DISTRICT 9 APAC Arkansas, Inc. / McClinton-Anchor Division - Centerton, AR. APAC Arkansas, Inc. / McClinton-Anchor Division - Lowell, AR. (Sharp’s Quarry) APAC Arkansas, Inc. / McClinton-Anchor Division(Plant 540) - Siloam Springs, AR. APAC Arkansas, Inc. / McClinton-Anchor Division - Valley Springs, AR. Carroll County Asphalt, LLC – Berryville, AR. Covington Asphalt Products Corp. – Lowell, AR. Eaton Excavating, Inc. – Harrison, AR. Hutchens Construction Co. – Springdale, AR. Hutchens Construction Co. – Jane, MO. (Bella Vista plant) Leo Journagan Construction Co., Inc. - Hollister, MO. Leo Journagan Construction Co., Inc. - Omaha, AR. Twin Lakes Quarries, Inc. - Mt. Home, AR. DISTRICT 10 Atlas Asphalt, Inc. - Black Rock, AR. Atlas Asphalt, Inc. - Jonesboro, AR. Delta Asphalt of Arkansas, Inc. - Black Rock, AR. Delta Asphalt of Arkansas, Inc. - Luxora, AR. Delta Asphalt of Arkansas, Inc. - Paragould, AR. 07/2008 QPL 400.04

Page 3

METHOD OF DOCUMENTATION OF ACCEPTANCE: The Supplier's certification that the material supplied conforms to all applicable specifications(furnished invoice).

CONTACT MATERIALS DIVISION FOR PROCEDURES FOR OBTAINING APPROVAL:PROCEDURE AGREEMENT: Hot mix asphalt / cold plant mix asphalt for maintenance supply contracts only may be accepted based on certification by the producer / supplier. The listed producers/suppliers have agreed to requirements for certification as follows:

Hot Mix Asphalt / Cold Plant Mix Asphaltfor

Maintenance Supply Contracts only

26

Hot mix asphalt and cold plant mix asphalt furnished for maintenance supply contracts may be accepted based on supplier certification, providing that the supplier agrees to the following:

Perform all quality control testing according to the current edition of the Department’s Standard Specifications for HIGHWAY CONSTRUCTION;

Perform sampling and testing at a minimum frequency of one test for each 750 metric tons (750 tons) produced by the plant for AHTD maintenance or construction projects during the period of the maintenance supply contract;

Supply mix that is produced only from Department accepted mix designs;

Test hot mix and cold mix for conformance with the current edition of the Department’s Standard Specifications for HIGHWAY CONSTRUCTION;, applicable Supplemental Specifications and Special Provisions;

Maintain plot of all test results by mix type for all mixes produced for AHTD construction projects and the maintenance supply contract during the period of the Supply Contract;

Maintain and make available for review by the District Materials Supervisor one copy of all quality control test results for the duration of the Supply Contract;

Display current AHTD inspection decal at the plant;

Immediately notify the Department’s District Materials Supervisor of non-complying material produced for either AHTD construction projects or the maintenance supply contract, identify extent of the problem, and initiate corrective action to bring the mix into compliance;

07/2008 QPL 400.04Page 4

Submit with each invoice a listing of the tonnage produced from each accepted mix design and include the following statement signed by an authorized representative of the company:

“ This is to certify that the Hot Mix Asphalt Cold Mix listed herein produced by (Company Name) at (Plant Location) was produced from a mix design that was accepted by AHTD; that Quality Control Testing has been performed at the frequency stated in the certification agreement, and that the results of the tests conform to the requirements of the specifications.”

The Department will visit the producer’s facility as necessary to review the quality control program and/or sample mix for verification testing.

Acceptance by this method is subject to price adjustments as per Subsection 410.09 of the current edition of the Department’s Standard Specifications for HIGHWAY

27

CONSTRUCTION. This Certification Agreement may be withdrawn if material fails to comply with requirements and samples continue to indicate that sufficient adjustments are not made to correct the deficiency. If certification acceptance is withdrawn, it will be necessary that material be sampled, tested, and the results reported according to the procedures in Section 410, Section 411 or other applicable specifications of the current edition of the Department’s Standard Specifications for HIGHWAY CONSTRUCTION.

Company Name /Plant Location :____________________________________________ Signature :____________________________ Date: ___________________________



07/2008 QPL 403.03

ASPHALT BINDER, CUTBACK ASPHALTS, AND EMULSION ASPHALTS The following asphalt companies have adopted the Department's procedure to supply products from their respective refineries and material from them can be accepted for immediate use when accompanied by a certified shipping ticket for each separate shipment load:

Asphalt Binder:ConocoPhillips Company - Springfield, MO. (Terminal) -PG64-22

PG 70-22- Wood River, IL. -PG64-22

Ergon Asphalt and Emulsion, Inc. - Memphis, TN. -PG64-22, PG 67-22, PG 70-22¶, PG76-22

- Vicksburg, MS. -PG64-22, PG 67-22, PG 70-22¶, PG76-22

Hunt Southland Refining Company - Sandersville, MS. -PG64-22, PG67-22¶¶PG 70-22, PG76-22

28

- Vicksburg, MS. (Terminal) -PG64-22Lion Oil Company - El Dorado, AR. -PG64-22, PG 70-22¶,

PG76-22 - Muskogee, OK. -PG64-22 Marathon Ashland Petroleum L.L.C. - Memphis, TN. -PG64-22, PG 70-22¶,

PG76-22NuStar Marketing LLC - Tulsa, OK.(Catoosa Terminal) - PG64-22(NuStar Energy LP) PG 70-22¶SemMaterials, L.P. - Muskogee, OK. -PG64-22(formerly Frontier Terminal & Trading Co.) - Catoosa, OK.(Terminal)-PG64-22(formerly TPI Petroleum, Inc.) - Catoosa, OK.(Port 33 Terminal)-PG64-22SemMaterials, L.P. - Memphis, TN. -PG64-22, PG 70-22¶, (formerly Koch Materials Company) PG76-22

- Muskogee, OK. (Terminal) -PG64-22,PG 70-22¶, PG76-22

- New Madrid, MO. (Terminal) -PG64-22Sinclair Tulsa Refining Company - Tulsa, OK. -PG64-22Valero Marketing & Supply Co. - Tulsa, OK.(Catoosa Terminal) - PG64-22

PG 70-22¶¶ Can Supply PG70-22 That Meets Elongation Recovery Requirement; Will Be

Noted On Bill of Lading.¶¶ PG67-22 may be substituted for PG64-22 (Must meet material requirements in

following table). Mix designs with PG67-22 must be accepted by AHTD before use.

All PG76-22’s Meet Elongation Recovery Requirement

07/2008 QPL 403.03

Page 2

PG 67-22PG 67-22 asphalt binder shall be production straight run binder.

Property Specification Test MethodOriginal Binder

Flashpoint Temperature Minimum 230ºC AASHTO T 48Rotational Viscosity Maximum 3 Pa·s@ 135ºC AASHTO T 316

Dynamic Shear G*/sin d Minimum 1.00 kPa @ 67ºC@ 10 rad/sec

AASHTO T 315

29

Rolling Thin Film Oven Residue (AASHTO T 240)Mass Change Maximum 1.00% AASHTO T 240

Dynamic Shear G*/sin d Minimum 2.20 kPa @ 67ºC@ 10 rad/sec

AASHTO T 315

Pressure Aging Vessel Residue (AASHTO R 28)PAV Aging Temperature 100ºC AASHTO R 28

Dynamic Shear G* x sin d Maximum 5000 kPa @ 26.5ºC

@ 10 rad/sec

AASHTO T 315

Creep Stiffness, S Maximum 300 MPa @ -12ºC AASHTO T 313m-value Minimum 0.300 @ -12ºC AASHTO T 313

Cutback Asphalts: APAC - Missouri - Springfield, MO. – MC-30,MC-250,

MC-800, MC-3000Coastal Energy Corporation - Miller, MO. – MC-30,MC-250, MC-800Ergon Asphalt and Emulsion, Inc. - Memphis, TN. - MC-30, MC-250, MC-

800, SemMaterials, L.P. - Springfield, MO. – MC-30,MC-250, (formerly National Oil & Supply Co.) MC-800, MC-3000SemMaterials, L.P. - Catoosa, OK. - MC-30, MC-70, MC-250,, (formerly Frontier Terminal & Trading Co.) MC-800, MC-3000SemMaterials, L.P. - New Madrid, MO. - MC-30, MC-250, (formerly Koch Materials Company) MC-800, MC-3000

07/2008 QPL 403.03 Page 3

Asphalt Emulsions: Coastal Energy Corporation - Miller, MO. – SS-1, CRS-2, CRS-2LErgon Asphalt and Emulsion, Inc. - Vicksburg, MS. - SS-1, CRS-2, CRS-2L,

CRS-2P-Memphis, TN. - SS-1, CRS-2, CRS-2L,

CRS-2P -Mt. Pleasant, TX. - SS-1, CRS-2, CRS-2P SemMaterials, L.P. - Little Rock, AR. - CSS-1, CRS-2, CRS-2P

(formerly Koch Materials Company) .- Memphis, TN.(formerly Marathon)- SS-1, CRS-2, CRS-2L, CRS-2P

30

- New Madrid, MO. - CSS-1, CRS-2, CRS-2L

- Saginaw, TX. - CSS-1h(polymer mod.)- Tulsa, OK.(Catoosa Port) - SS-1, CRS-2,

CRS-2P

METHOD OF DOCUMENTATION OF ACCEPTANCE: Bills of Lading shall be kept on file at the asphalt plant. The plant inspector shall note on the "Report of Inspection at Asphalt Plant"(M-389), the manufacturer's lab number of the test represented by that specific load, the tanker number, Bill of Lading number and the source and grade of the asphalt binder. The manufacturer's material certification/s are on file at the Materials Division.

To provide proper documentation of the use of certified liquid asphalts (emulsions, primes, tack, and cutbacks) the roadway inspector shall note on Form 19-208 and 19-209 ( in “Remarks”), as applicable, the name of the liquid asphalt supplier. The asphalt type, tank number and the producer's test number are required to be entered at the top of those forms. The producer test number should be entered in the seal number space.

07/2008 QPL 403.03 Page 4

PROCEDURE AGREEMENT: Asphalt materials are accepted for use on ArkansasHighway and Transportation Department projects based on certification by the producer. The listed producers have agreed to requirements for certification acceptance as follows:

CERTIFICATION AGREEMENTPERFORMANCE GRADED ASPHALT BINDER, CUTBACK ASPHALTS, AND EMULSION

ASPHALTS

31

Asphalt materials are accepted for use on Arkansas Highway and Transportation Department projects based on certification by the supplier. Suppliers are the entities that have responsibility for the final asphalt material properties. This may include refineries, terminal operators, manufacturers and distributors of asphalt modifiers, asphalt hot mix plant operators, job prime contractors, or others. In order to supply asphalt materials by certification agreement the supplier must have a qualified laboratory or employ a qualified laboratory capable of performing quality control testing. The following information must be provided: Documentation of the laboratory’s AASHTO accreditation or participation in AMRL

reference sample program/s and AMRL inspections, or other approved accreditation program.

A copy of the quality control (QC) program for each facility. This information shall include in detail the types and frequency of QC testing. The QC program shall include provisions for QC testing of asphalt materials modified by the supplier at a refinery or at a terminal or at an asphalt hot mix plant. All changes to the QC program must be approved by the Department before they are implemented.

Historical data showing conformance with specification requirements. Results of on-site inspections of the facility and testing laboratory by AHTD personnel or

approved agencies.

The four preliminary requirements listed above must be approved by the Department prior to acceptance of the agreement.

Certified suppliers have agreed to requirements for certification acceptance as follows: 1. Material for use on highway projects will be sampled and tested by the supplier as defined by the supplier’s Department approved Quality Control Plan. One copy of all quality control tests results shall be promptly forwarded to the Materials Division. The supplier shall immediately notify the Department and the purchaser/s of out of specification material andof the steps taken to determine the extent of the problem and of actions to bring the material back into compliance. 2. One copy of the Bill of Lading for each shipment is to be sent with the driver for AHTD field personnel. In addition to the information normally furnished on the Bill of Lading (such as Producer name, date, net weight, carrier) the following must be included: a. The location of the asphalt hot mix plant shall be designated on all performance graded asphalt binder shipments. For shipments of performance graded asphalt binder, the specific gravity at 16° C (60°F) are to be shown.

07/2008 QPL 403.03 Page 5 b. The state job number (or state purchase order number) shall be shown on all emulsified and cutback asphalt shipments. On shipments of emulsified asphalt and cutback asphalts, the weight per Liter (gallon) and the quantity must also be shown. c.

1) The identification of the storage tank (if applicable) from which the material was loaded.

2) The location where the trailer was loaded or3) The location of the hot mix plant where it was blended.

32

d. The identification of the hauling trailer and its contents. e. Laboratory number/identifier of the laboratory tests that are the basis of the certification of the material f. A certification statement reading substantially as follows must appear on or accompany the Bill of Lading, "This certifies that this material complies with AHTD specifications for ___________. " The statement is to be signed by an authorized representative of the company.

The supplier will submit a monthly summary report from each facility of all QC results for each type and grade of asphalt material shipped to the Department. The monthly summary report shall be in a tabular form, preferably, in a digital spreadsheet format which can be e-mailed to the Materials Division ([email protected]). The Department will review these summary reports and make suggested changes to the supplier’s QC program if warranted.

The Department will visit the supplier’s facilities as necessary to review the QC program, inspect facilities, and/or sample materials. As determined by the Department the supplier will periodically test split samples. The Department will take field samples, as necessary, to verify results of the supplier’s QC program. Acceptance by this method is subject to withdrawal for failure to comply with the supplier’s Quality Control Program and the above requirements, if unsatisfactory results are obtained in the field, or if samples taken at the job site indicate non-compliance with the specifications. In the event of the withdrawal of certification acceptance, it will be necessary that material be sampled at the job site, samples transported to the Materials Division and tests performed prior to release or continued use of the material.

Company Name /Plant Location :____________________________________________

Signature :____________________________ Date: ___________________________


Telephone No.: ______________ Fax No.: ______________ Email Address: ______________________

33

07/2008 QPL 404.011

ANTI-STRIP ADDITIVES FOR

HOT MIX ASPHALT Brand of Agent Supplier Ad-here Arr-Maz Products, Inc.Ad-here LA-2 621 Snively AvenueAd-here HP+ Winterhaven, Fla. 33880 Ad-here LOF 65-00 1-800-357-1283 Ad-here LOF 65-00LS HPM Hotmix Pavement Modifier Unique Paving Materials Corp.

34

3993 East 93rd StreetCleveland, Oh. 44105(800) 441-4880

Kling Beta 2550 (HM) Akzo Nobel Surface Chemistry LLC Kling Beta 2912 P. O. Box 7677 Kling Beta LV Waco, Texas 76714 - 7677 1-800- 283- 7226 Morelife 300 MeadWestvaco - Chemical Division Morelife 2200 Box 118005Morelife 3300 Charleston, S. C. 29423-8005Pave Bond Lite 1-843-746-8116

Pavegrip 550 PreTech Industries, Inc.P.O. Box 2026New Castle, New Hampshire 03854

Perma-Tac Plus Akzo Nobel Surface Chemistry LLC Perma-Tac 99 P. O. Box 7677

Waco, Texas 76714 1-800 – 283 - 7226 NOTE: The above anti-strip additives are approved for use in asphalt concrete hot mix. Laboratory retained stability tests will be performed during the mix design phase. These tests will include the specific aggregate, asphalt cement, and antistrip additive intended for use in the mix. Final approval of the additive will be made based upon these tests results.

07/2008 QPL 404.011Page 2

Method of Documentation of Acceptance: The Resident Engineer will document the brand name of the anti-strip on each "Report of Inspection at Asphalt Plant".

Procedure to be followed in acquiring approval of materials to beadded to QPL: The manufacturer shall supply a liter (quart) sample along with product information to the Materials Division.

35

07/2008 QPL 404.013

AHTD APPROVED ASPHALT MIX DESIGN LABORATORIES (Superpave)

APAC-ARKANSAS, INC. McClinton Anchor DivisionP.O. Box 1367Fayetteville, Arkansas 72701(479) 521-3550FAX (479) 521-2826Mr. Lindell JamesonAPAC-MISSISSIPPI/Delta Division2559 Harbor Front RoadGreenville, Mississippi 38701(662) 378-8481Mr. Mark Wooley

36

APAC-TENNESSEE, INC.P.O. Box 112Memphis, Tennessee 38101(Labs at Memphis, Tn. & West Memphis, Ar.)(901) 947-5600FAX (901) 947-5699Mr. Matt CardenARKHOLA SAND & GRAVEL, CO.Division of APAC - Arkansas, Inc.P.O. Box 1627523 Garrison AvenueFort Smith, Arkansas 72902-1627(479) 788-6352Mr. Michael E. BaileyATLAS ASPHALT, INC. - Batesville DivisionP.O. Drawer 2236Batesville, Arkansas 72503(870) 793-4581Mr. Rick RoseCONSTRUCTION MATERIALS TESTING SERVICES, INC.246 Hemstead 211Emmet, Arkansas 71835(870) 777-6767FAX (870) 246-7396Mr. Steve JordanR.M. COURSON, INC.P.O. Box 231431 South PineHamburg, Arkansas 71646(870) 853-8034FAX (870) 853-9850Mr. Wayne Courson07/2008 QPL 404.013

Page 2CRANFORD CONSTRUCTION CO.P.O. Box 15010 GMFNorth Little Rock, Arkansas 72231(501) 945-7176Mr. Steve CranfordDELTA ASPHALT of ARKANSAS, INC. DELTA ASPHALT of ARKANSAS, INC.P.O. Box 1728 P.O. Box 1090Paragould, Arkansas 72451 Heber Springs, Arkansas 72543(870) 573-6882 (501) 362-8227Mr. Daryl Masingale Ms. Mary M. FleckENGINEERING SERVICES & TESTING, INC. (EST)201 Industrial Blvd.Moore, Oklahoma 73160(405) 912-8378 Mr. Mark Hinderliter

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ETTL ENGINEERS and CONSULTANTS, INC.210 Beech StreetTexarkana, Arkansas 71854(870) 772-0013Mr. Danny RheaFRANKFORT TESTING LABORATORY (H.G. Mays Corporation)P.O. Box 797Lewis Ferry RoadFrankfort, Kentucky 40602(502) 223-3254Mr. R. Scott Quire, P.E.GRUBBS, HOSKYN, BARTON & WYATT, INC. Consulting EngineersP.O. Box 55105 Little Rock, Arkansas 72215-5105(501) 455-2536Mr. Mark BartonR. K. HALL CONSTRUCTION, LTD3205 Division StreetTexarkana, Arkansas 71854(870) 779-9380Mr. Karl Snow

07/2008 QPL 404.013 Page 3

JACK WOOD CONSTRUCTION COMPANY, INC.P.O. Box 297Russellville, Arkansas 72811(479) 968-1149Mr. M.C. Young

JET ASPHALT, INC.P.O. Box 1567El Dorado, Arkansas 71731-15657(870) 863-7801Mr. Jim BennettJOURNAGAN CONSTRUCTION & AGGREGATES3003 East Chestnut ExpresswaySuite 1200Springfield, Missouri 65802(417) 830-5376Mr. Steve VillinesKIEWIT WESTERN CO.7926 South Platte Canyon Rd.Littleton, Colorado 80128

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(303) 979-9330Mr. Danny Ellis

LEHMAN-ROBERTS CO.P.O. Box 550Friar’s Point, Mississippi 38631(662) 383-2579Mr. Dwight BolenMADDEN CONTRACTING COMPANY, INC.P.O. Box 856Minden, Louisiana 71058-0928(318) 377-0927 Mr. Steve MilamMARTIN MARIETTA MATERIALS, INC.P.O. Box 339Malvern, Arkansas 72104(501) 624-3688 Ext. 112Mr. Loring Knutson

MATERIALS TESTING of ARKANSAS MATERIALS TESTING of ARKANSASP.O. Box 23715 1556 East Emma AvenueLittle Rock, Arkansas 72221 Springdale, AR 72764(501) 753-2526 479-756-0061Mr. Steve Garrett Mr. Steve Garrett

07/2008 QPL 404.013Page 4

PALMERTON & PARRISH, INC.4166 W. KearneySpringfield, Missouri 65803(417) 831-3056FAX (417) 862-0991Mr. Fred E. PalmertonPARAGON TECHNICAL SERVICES390 Carrier BoulevardRichland, Mississippi 39218(601) 932-8365Mr. John Dumas / Mr. Mike Hemsley, Jr.PINE BLUFF SAND & GRAVELP.O. Box 7008Pine Bluff, Arkansas 71611(870) 534-7123Mr. Bryan JamesPRI ASPHALT TECHNOLOGIES, INC.6408 Badger DriveTampa, Florida 33610-2004(813) 621-5777

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Mr. Ken GrzybowskiQORE PROPERTY SCIENCES11420 Johns Creek ParkwayDuluth, Georgia 30097(770) 476-3555Mr. Chris ArnoldROGERS GROUP, INC. ROGERS GROUP, INC. – CABOT QUARRIES1223 Front Street 10302 Highway 5Conway, Arkansas 72032 Cabot, Arkansas 72023(501) 329-8360 (501) 733-1565Mr. Eddie Riedmueller Mr. John Lemmons

SEMMATERIALS, L.P.P.O. Box 2474Little Rock, Arkansas 72203(501) 490-1451Mr. Darryl Gardner

CONTACT MATERIALS DIVISION FOR PROCEDURES FOR OBTAINING LABORATORY APPPROVAL.

07/2008 QPL 404.041

HOT MIX ASPHALT PRODUCERS The following is a list of Hot Mix Asphalt Producers who have been qualified to produce materials for the Department. Materials from any source on this list will be tested in accordance with Arkansas Highway and Transportation Department policy. All approved asphalt plants will display an inspection decal with the next inspection due date annotated on the decal.

DISTRICT 1 APAC Tennessee, Inc. –Forrest City, AR; W. Memphis, AR; Memphis, TN APAC Tennessee, Inc. - Wynne Asphalt - Wynne, AR Lehman Roberts – Friar’s Point, MS DISTRICT 2 APAC – Mississippi / Delta Division – Greenville, MS APAC - Tennessee, Inc. – Tillar, AR Pine Bluff Sand & Gravel Co. (2) - Pine Bluff, AR R.M. Courson, Inc. (2) - Monticello, AR

DISTRICT 3 DeQueen Sand and Gravel Co., Inc. - DeQueen, AR. Pike County Construction - Murfreesboro, AR. R.K. Hall Construction, LTD (formerly APAC Texas, Inc.) - DeQueen, AR. R.K. Hall Construction, LTD (formerly APAC Texas, Inc.) - Texarkana, AR.

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DISTRICT 4 APAC(McClinton-Anchor Inc.) - West Fork, AR. (Cold Mix Only) Arkhola Sand and Gravel - Jenny Lind, AR; Van Buren, AR. Kiewit Southern Company (Gilbert Central)- Sonora, AR. JOB Construction Co., Inc. – Cameron, OK.

DISTRICT 5 Atlas Asphalt, Inc. (Midwest Lime)- Batesville, AR; Mountain View, AR. Delta Asphalt of Arkansas, Inc. - Judsonia & Tuckerman, AR.

07/2008 QPL 404.041

Page 2

DISTRICT 6 Asphalt Products, Inc.(Lasiter) - Little Rock, AR Cranford Construction Co. - Bryant, AR; Little Rock, AR; & North Little Rock, AR Cranford Construction Co.(formerly Rowlett Constr. Co.) - North Little Rock, AR Martin Marietta Materials, Inc. - Jones Mill, AR Rogers Group, Inc. -Cabot Quarries - Cabot, AR.

DISTRICT 7 Jet Asphalt Co. – Bearden, AR. (Eagle Mills); Camden, AR. - El Dorado, AR.(Smackover Hwy.) Scotty Ferrell Asphalt – Johnsville, AR. DISTRICT 8 Blackstone Construction, LLC - Russellville, AR

(formerly Jack Wood Construction) Delta Asphalt of Arkansas, Inc. (CMI) – Bee Branch, AR. Jay-Pac – Hartman, AR.; Plumerville, AR. Rogers Group, Inc. - Conway, AR; Greenbrier, AR. DISTRICT 9 APAC Arkansas, Inc. / McClinton-Anchor Division - Centerton,

Lowell (Sharp’s Quarry), Siloam Springs, Valley Springs, AR. Carroll County Asphalt, LLC – Berryville, AR.

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Covington Enterprises Inc. - Bentonville, AR. & Lowell, AR. Eaton Excavating, Inc. - Harrison, AR.

Hutchens Construction Co. - Bella Vista, MO.Hutchens Construction Co. - Springdale, AR.

Journagan Construction Co. - Hollister, MO. Journagan Construction Co. - Omaha, AR Twin Lakes Quarries, Inc. - Mt. Home, AR. DISTRICT 10 Atlas Asphalt, Inc. – Black Rock, Ar.; Jonesboro, AR. Delta Asphalt of Arkansas, Inc. - Black Rock, AR.; Luxora, AR.; Paragould, AR.

07/2008 QPL 404.042

ASPHALT EXTRACTION SOLVENTS &

ASPHALT WASH SOLVENTS

ASPHALT EXTRACTION SOLVENTS / ASPHALT WASH SOLVENTS PRODUCT MANUFACTURER ATR Hi Flash Ecolink, Inc.

P.O. Box 9Tucker, Georgia 30085-0009(800) 886-8240

Big Orange E ZEP Manufacturing Company P.O. Box 2015

Atlanta, Georgia 30301(404) 352-1680

Chemex 602 Hi Flash Acme Chemex, Inc.

1357 Heistan Pl.Memphis, Tennessee 38104(901) 272-2431

EC-532 Asphalt Extraction Solvent Superior Solvents & Chemicals, Inc.2055 East BlaineSpringfield, Missouri 65803

ASPHALT WASH SOLVENTS 42

(To Be Used Only As Wash Solvent) PRODUCT MANUFACTURER

Extracto Solv MRO Resources, Inc.P.O. Box 258771 Hwy. 247Morrilton, Arkansas 72110(501) 477-2322

Gold Edge Environmental Edge Technologies, LLC.1426 Send Road #1La Porte, Texas 77571(218)471-3260

07/2008 QPL 404.042Page 2

METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.

Asphalt extraction solvents and asphalt wash solvents shall be non-halogenated and non-toxic and shall contain no petroleum distillates. All components, including emulsifiers and detergents, shall be completely biodegradable. The solvent shall have a water emulsifiable base approved by the Materials Engineer. When tested with a Pensky - Martens closed cup flash point apparatus the product must flash at 60° C (140° F) or above.

The following procedure must be followed in acquiring approval of materials to be added to the Qualified Products List.

1. Asphalt extraction solvents and asphalt wash solvents shall be terpene solvents or non-terpene solvents as approved by the Materials Engineer.

All asphalt extraction solvents shall meet the following requirements of a terpene as stated in AASHTO T 164: “Extractant shall be non-halogenated, non-toxic and shall readily dissolve asphalt cement from paving mixtures and place it into solution. This extractant shall be easily rinsed from the remaining aggregate without forming a gel and the extractant rinsed from the aggregate shall pass readily through the diatomaceous earth and the filter.”

All asphalt wash solvents shall meet the following requirements of a terpene as stated in AASHTO T 164: Extractant shall be non-halogenated, non-toxic and shall readily dissolve asphalt cement from paving mixtures and place it into solution. This dissolved asphalt cement and the wash solvent shall be easily rinsed from the remaining aggregate without forming a gel.

Asphalt extraction solvents and asphalt wash solvents shall contain no petroleum distillates. All components, including emulsifiers and detergents, shall be completely biodegradable. The solvent shall have a water emulsifiable base approved

43

by the Materials Engineer. The product shall have a mild odor, be non-toxic and have excellent dissolving properties for asphalt cements. The formulation shall allow for complete and efficient rinsing of asphalt cement from paving material aggregate. When tested with a Pensky - Martens closed cup flash point apparatus the product must flash at 60° C (140° F) or above.

2. In addition to the requirements in Item 1., the product, when used as an extraction solvent in accordance with AASHTO T 164 Method E (vacuum extraction), must produce results that agree within +/- 0.2% of a control asphalt cement content sample. The test sample may contain any combination of various aggregates used in the state of Arkansas (a water rinse requirement is an acceptable addition to the test method).

In addition to the requirements in Item 1., the product, when used as a wash solvent in accordance with AHTD TM 460, must produce results that agree with a control aggregate gradation sample. (Gradation Limits: 4.75 mm and larger: +/- 7%; 2.36 mm- 300 mcrn: +/- 5%; & 180 mcrn - 75 mcrn: +/- 3%) The test sample may contain any combination of various aggregates used in the state of Arkansas.

07/2008 QPL 404.042Page 3

3. A 2 gallon sample of the material, along with product information (including MSDS), will be submitted for evaluation to the Materials Division at the following address.

Box 2261 or 11301 Baseline RoadLittle Rock, AR 72203 Little Rock, AR 72209

Information concerning the use of the solvent in extracting and/or washing asphalt cement from asphalt concrete hot mix should accompany the sample. The manufacturer/supplier will supply a statement that the material complies with the requirements of this QPL as either an extraction solvent or a wash solvent or as both.

4. The effectiveness of the solvent as an extraction solvent will be evaluated by performing an extraction according to AASHTO T 164. The effectiveness of the solvent as a wash solvent will be evaluated by performing a gradation obtained according to AHTD Test Method 460. The effectiveness of the solvent will be determined in the Division's laboratory and in field inspection laboratories.

5. If the product meets material requirements, the product will be approved for inclusion after receipt of a signed QPL certification.

6. Destination samples will be taken as deemed necessary to assure compliance with specifications. Material failures either in the laboratory or in field applications maybe considered sufficient cause to reject the material. The Materials Engineer will determine if the failures warrant discontinuing acceptance and removal from this

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07/2008 QPL 409.03

SILICONE ADDITIVES FOR ASPHALT CEMENT

PRODUCT SUPPLIER

Dow Corning 200 Fluid Dow Corning Corporation (12,500 C.S.) Suite 209 6350 LBJ Freeway Dallas, TX 72540 or Dow Corning Corporation Midland, Michigan 48640

General Electric Viscoseal General Electric Co. (12,500 C.S.) Silicone Products Division Waterfront, NY 12188

Rhodorsil 47V 12,500 Rhone-Poulenc, Inc. Spec. Plastics Division Monmouth Junction, New Jersey 08852

TBF 9-12, 500 Southwest Silicone Company, Inc.(Division of Path Silicones)P.O. Box 5723Arlington, Texas 76005

Union Carbide L-45/12500 Union Carbide Corp. Specialty Chemicals Div. 39 Old Ridgebury Rd. Danbury, CT 06817-0001

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07/2008 QPL 409.03 Page 2

Requirements for acquiring approval to be added to QPL: Qualification is based upon the submittal of physical and chemical properties and a sample by the manufacturer to the Materials Division. Inclusion in the Qualified Products List will be dependent upon the review of material properties and the outcome of testing of the sample.

RECOMMENDED USAGE RATE:Mix 500 mL (1 pint) silicone fluid in 15 L (4 gal) of diesel fuel. Add 250 mL(½ pint ) of this mixture to each 3800 L (1000 gal) of asphalt cement.

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07/2008 QPL 410.06

RELEASE AGENTS (NON-PETROLEUM) - FOR USE IN DUMP BEDS HAULING

HOT MIX ASPHALT

#2504 Asphalt Release Hill Manufacturing Company, Inc.1500 Jonesboro Road, S.E.Atlanta, Georgia 30315

Aqua Slick Kote A Industrial Oils UnlimitedAqua Slick Kote B 4120 Planters Road

Fort Smith, Arkansas 72908

AR-92 Emulso Corporation301 Ellicott StreetBuffalo, New York 14203

Asphalt Release AR-2000 Franklynn Industries, Inc.Asphalt Release AR-2001 167 Commerce Blvd.

Loveland, Ohio 45140

Asphalt Release Agent 2061 ChemStation of the OzarksAsphalt Release Agent 5278-2 1213 ESI Drive#2217 Asphalt Release Springdale, Arkansas 72764Asphalt Release Agent 44791

Asphalt Release Agent 40230 ChemStation Mid-SouthAsphalt Release Agent #82851 3145 Bellbrock Center Drive

Memphis, Tennessee 38116

Asphalt Quick Release Discovery Chemical, Inc,Phalt Free 2141 Carlyle Drive

Marietta, Georgia 30062

Big Red Chemical Cleaner Texas Refinery Corporation One Refinery Place Fort Worth, Texas 76101

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Bioact AR-405 Petroferm, Inc.2416 Lynndale RoadFernandina Beach, Florida 32034

Certisuds Certified LaboratoriesP.O. Box 2493Fort Worth, Texas 76113-2493

Chemsearch Concentrate #0060 Chemsearch P.O. Box 152170 Irving, Texas 75015

07/2008 QPL 410.06

Page 2

Cling Free Valvoline Co. (Div. of Ashland Inc.)P.O. Box 14000Lexington, Kentucky 40512

Det Klean Detco IndustriesDet Klean RTU 1375 Thomas G. Wilson DriveDC-12 Slip Release Conway, Arkansas 72032

Diver-Slip Johnson Diversey, Inc. /DuBois Div.Liqui Lube 3630 East Kemper RoadPolyslip Cincinnati, Ohio 45241-2046

Enviro-Slide Ultra Rhomar Industries, Inc.2107 E. RockhurstSpringfield, Missouri 65802

Foam Plus Empire ServicesPhalt Free P.O. Box 2234Slide Plus Roswell, Georgia 30077-2234

LC-Quickslip The Ransdal Corporation2765 Eastport CircleConway, Arkansas 72034

MRO Resources Slip Soap MRO Resources, Inc.P.O. Box 258Morrilton, AR 72110

Quick Release 2001 The American Lubricants Company 1227 Deeds Avenue, P.O. Box 696

Dayton, Ohio 45401-0696

Release I. Schneid/ABC CompoundingP.O. Box 16247Atlanta, Georgia 30321-0247

SD-20 Spartan Chemical Co., Inc. 1110 Spartan Drive

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Maumee, Ohio 43537

SL-7587 Chemical Dynamics, Inc.P.O. Box 2030Ruston, Louisiana 71273-2030

Slipeazee SB Rochester Midland 10525 Randleman Road Randleman, North Carolina 27317

07/2008 QPL 410.06 Page 3

No. 1 Asphalt Release Agent Compound Technologies, Inc.72 Riverside DriveCartersville, Georgia 30120

Sta-Off Astec Corp.7750-650 Zionsville RoadIndianapolis, Indiana 49268

Superclean 198 Superior Solvents & Chemicals, Inc.(formerly Superior Oil Company, Inc.)2055 East BlaineSpringfield, Missouri 65803

Tar Slip 7105 Florida Chemical Supply, Inc.Tar Slip Pro 7100 6810 East Chelsea StreetSlip & Clean Pro 7150 Tampa, Florida 33610

TBRA #8254 Arr-Maz Products, LP621 Snively AvenueWinterhaven, Florida 33880

Thermal-Slide RTUW ChemMark CorporationP.O. Box 136369Fort Worth, Texas 76136

Total Release T.W. Pelton and Company, Inc.P.O. Box 8962Pine Bluff, Arkansas 71611

Vacate Abernathy Company3500 Tennessee RoadTexarkana, Arkansas 71854

Zep E2008 Asphalt Release(XT-3199) Zep Manufacturing CompanyZep R-5274 Box 47147Zep R-6690 Dallas, Texas 75247Zep X-3803 Zep X-904

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07/2008 QPL 410.06

Page 4

METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.The Department does not test these products for effectiveness as a release agent; they are tested and approved based upon their effect on asphalt cement. (See below)

Asphalt release agent compatibility will be tested by placing 2 grams of asphalt cement into 50 mL of diluted and 50 mL of undiluted release agent. After 24 hours there shall be no effect upon the asphalt cement. Any degree of asphalt cement solubility, often indicated by a darkening of the test solution, will constitute a failure.

Requirements for acquiring approval of Release Agents to be added to QPL: For inclusion in this QPL, the manufacturer shall supply a one quart sample along with product information to the Materials Division. Product information shall include: typical ranges for weight per gallon (mass per liter), percent solids (in accordance to ASTM D 1644, Method A), and pH and a Material Safety Data Sheet. The release agent shall be a non-solvent and a non-petroleum based product. The release agent shall be non-carcinogenic, environmentally safe, water soluble, and contain no solvents or petroleum hydrocarbons. The release agent shall be compatible with asphalt concrete hot mix. The release agent shall not effect asphalt cement at any dilution rate or at a 100% concentration (0% dilution) and shall leave no residue that is a hazardous waste. The Department considers a 100% concentration of the release agent to be the “as delivered” release agent. If there is no dilution of the product prior to its use, the release agent is considered to be at a 100% concentration.

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07/2008 QPL 501.02 FLY ASH

SUPPLIER SOURCE SPECIFIC DRY RODDED GRAVITY Wt. kg

/cu. m (lb./cu.ft.)Boral Materials Public Service Co. of Okla. 2.67 1281.6 (80.0)

Technologies, Inc. N.E. Plant (Oologah, OK.) 45 N.E. Loop, Suite 700 (F) Mount Pleasant, TX. 2.42 1281.6 (80.0)San Antonio, Texas 78216 (F) Boral Micron3 - Rockdale, TX.2.55 1281.6 (80.0)

Headwaters Resources Central Louisiana Electric Co. (CLECO) (formerly ISG Resources, Inc.) Rodemacher Power Sta. 2.56 1281.6(80.0) 4043 N. Euclid Avenue (Boyce, LA.)Bay City, Michigan 48706 Central Louisiana Electric Co. (CLECO)

(F) Dolet Hills Power Sta. 2.15 1281.6 (80.0)

(Mansfield, LA.)Entergy (formerly AP&L)

White Bluff (Redfield, AR.) 2.69 1281.6 (80.0)

White Bluff (Redfield, AR.) 2.72 1281.6 (80.0) prb/colowyo 70/30 (Fly ash from 70/30 coal blend) White Bluff (Redfield, AR. 2.73 1281.6 (80.0)

Prb/indo 50/50 Blend Independ. Plant (Newark, AR) 2.65 1281.6 (80.0)

(F)Limestone Elec. Generating Station(Jewett, TX.) 2.50 1281.6

(80.0)Sikeston Municipal Utilities 2.66 1281.6

(80.0)Sikeston Plant (Sikeston, MO.)

(F) Southwestern Electric Power Co. (SWEPCO)Pirkey Power Plant 2.45 1281.6 (80.0)(Hallsville, TX.)

Southwestern Electric Power Co. (SWEPCO) Welsh Plant (Cason, TX.) 2.73 1281.6

(80.0)(F) Texas Utilities 2.68 1281.6 (80.0)

Martin Lake Power Plant (Tatum, TX.)

Lafarge North America O G & E, Muskogee, OK . 2.64 1281.6 (80.0)20408West Renwick Rd. KCP & L, Montrose, MO. 2.68 1281.6 (80.0)

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Lockport, Illinois 60441

Mineral Resource Tech. Ameren Rush Island Pwr Plant 2.81 1281.6 (80.0)2700 Research Forest Drive (Festus, MO.)The Woodlands, Texas Electric Energy, Inc. 2.76 1281.6 (80.0)

77381 (Joppa, IL.)GRDA, Unit 1 2.65 1281.6

(80.0)(Chouteau, OK.)

07/2008 QPL 501.02

Page 2

Mineral Resource Tech. Southwestern Electric Power Co. (SWEPCO) (Gentry, AR.) 2.72

1281.6 (80.0)Union Electric 2.73 1281.6 (80.0)

(Labadie, MO.)All Fly Ashes are Type C unless noted as Type F, (F).

METHOD OF DOCUMENTATION OF ACCEPTANCE: Producer's/Supplier's certified shipping notice in accord with the attached agreement. METHOD OF DOCUMENTATION OF USE: The inspector shall note on the "Concrete Plant Inspector's Daily Report" thename of producer/supplier and source location.

PROCEDURE AGREEMENT: The above listed Producer's/Supplier's are approved to ship fly ash in accord with the attached agreement.

Destination Sampling and Testing: Materials Division will request random samples through the Resident Engineer. These random samples shall be taken from the transport trailer/railroad car and be identified by:

A. Name of Supplier B. Bill of Lading Number C. Supplier Bin (silo) Number E. Supplier Test Number

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07/2008 QPL 501.02

Page 3

AGREEMENT FOR THE ACCEPTANCE OF FLY ASH BASED ON CERTIFIED MILL TESTS

Class C or F fly ash will be accepted by the Arkansas State Highway and Transportation Department based on the producer's/ Supplier's certification that the material meets all requirements of applicable Department specifications (AASHTO M 295) under the following conditions: 1. The producers/suppliers shall maintain a file of their test results and methods of testing. The producer's laboratory shall be inspected periodically by the Concrete and Cement Reference Laboratory of the National Institute of Standards and Technology, and upon request, make reports of inspections available to the Department. 2. Fly ash shall be tested at the rate and in the manner defined in ASTM C 311. Laboratory analyses of these tests covering the fly ash certified and shipped to Department projects shall be furnished to the Department's Materials Division. 3. Shipments to Department projects shall be made only from silos that are certified to meet Department specifications. 4. The producer shall furnish with each shipment a certification containing the following: a. consignee b. date and time of shipment c. truck or railroad car number d. quantity of fly ash shipped e. class of fly ash f. silo number from which shipped g. a statement that "This is to certify that the class

54

of fly ash in this shipment is from silo number___________ and complies with the AASHTO specification for the class shipped." h. the signature of a responsible company official One copy of the shipment certification form for the Resident Engineer shall accompany the shipment. 5. The Department will make periodic inspections by source sampling and by checking test results and methods of testing used by the producer.

07/2008 QPL 501.02 Page 4

6. A quarterly composite sample will be sent to the Materials Division. This sample will be composed of approximately equally sized samples obtained from pretested bins. 7. 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 fly ash and suspend further shipments until tests by the Department determine that the producer's product is in compliance with applicable specifications and requirements. Acceptance of fly ash by this method is subject to withdrawal for failure to comply with the above requirements. Please acknowledge agreement to the above requirements by signing and returning a copy of this letter for our producer files. ____________________________________________ Company Name – Plant Location

____________________________Signature



Email Address: ___________________________

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07/2008 QPL 501.021

GROUND GRANULATED BLAST-FURNACE SLAG SUPPLIER SOURCE SPECIFIC DRY RODDED

GRAVITY Wt. Lb/cu.ft.(kg /cu. m)

Buzzi Unicem USA, Inc. New Orleans, LA. 2.88 85.8(1377.7)(formerly Lone Star Industries, Aucem)

Holcim (US) Inc. Chicago, IL. 2.87 85.8(1377.7)(GranCem)Holcim (US) Inc. Birmingham, AL. 2.87 85.8(1377.7)(GranCem)

Lafarge North America Joppa, Illinois 2.9 70(1121.3)(Newcem)

METHOD OF DOCUMENTATION OF ACCEPTANCE: Producer's/Supplier's certified shipping notice in accord with the attached agreement. METHOD OF DOCUMENTATION OF USE: The inspector shall note on the "Concrete Plant Inspector's Daily Report" thename of producer/supplier and source location.

PROCEDURE AGREEMENT: The above listed Producer's/Supplier's are approved to ship ground granulated blast-furnace slag in accord with the attached agreement.

Destination Sampling and Testing: Materials Division will request random samples through the Resident Engineer. These random samples shall be taken from the transport trailer/railroad car and be identified by:

56

A. Name of Supplier B. Bill of Lading Number C. Supplier Bin (silo) Number E. Supplier Test Number

07/2008 QPL 501.021

Page 2

AGREEMENT FOR THE ACCEPTANCE OF GROUND GRANULATED BLAST-FURNACE SLAG

BASED ON CERTIFIED MILL TESTS Ground granulated blast-furnace slag will be accepted by the Arkansas State Highway and Transportation Department based on the producer's/ Supplier's certification that the material meets all requirements of applicable Department specifications (AASHTO M 302, Grade 100 or Grade 120) under the following conditions: 1. The producers/suppliers shall maintain a file of their test results and methods of testing. The producer's laboratory shall be inspected periodically by the Concrete and Cement Reference Laboratory of the National Institute of Standards and Technology, and upon request, make reports of inspections available to the Department. 2. Ground granulated blast-furnace slag shall be tested at a rate agreed to by the Department and in the manner defined in AASHTO M 302, to include chloride ion content. Laboratory analyses of these tests covering the ground granulated blast-furnace slag certified and shipped to Department projects shall be furnished to the Department's Materials Division. 3. Shipments to Department projects shall be made only from silos that are certified to meet Department specifications. 4. The producer shall furnish with each shipment a certification containing the following: a. consignee b. date and time of shipment c. truck or railroad car number d. quantity of ground granulated blast-furnace slag shipped e. grade of ground granulated blast-furnace slag f. silo number from which shipped

57

g. a statement that "This is to certify that the grade of ground granulated blast-furnace slag in this shipment is from silo number___________ and complies with the AASHTO specification for the grade shipped." h. the signature of a responsible company official One copy of the shipment certification form for the Resident Engineer shall accompany the shipment.

07/2008 QPL 501.021 Page 3

5. The Department will make periodic inspections by source sampling and by checking test results and methods of testing used by the producer.

6. A monthly composite sample will be sent to the Materials Division. This sample will be composed of approximately equally sized samples obtained from pretested bins. 7. 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 ground granulated blast-furnace slag and suspend further shipments until tests by the Department determine that the producer's product is in compliance with applicable specifications and requirements. Acceptance of ground granulated blast-furnace slag by this method is subject to withdrawal for failure to comply with the above requirements. ____________________________________________ Company Name – Plant Location

____________________________Signature



Email Address: ___________________________

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07/2008 QPL 501.023

MODIFIED PORTLAND CEMENT(Portland-Pozzolan Cement, Pozzolan-Modified Portland Cement,

Slag-Modified Portland Cement)

Suppliers & Sources Material(Manufacturing Plant) Buzzi Unicem USA, Inc. Pozzolan Cement, Type IP(formerly Heartland Cement Co.)

Independence, Ks.Buzzi Unicem USA, Inc. Pozzolan Cement, Type IP(RC Lone Star Cement Co.) Mod. Portland Cement, Type I(PM)

New Orleans, La. Mod. Portland Cement, Type I(SM)

Holcim(US) Inc. Mod. Portland Cement, Type I(SM)Clarksville, Mo.

Lafarge Building Materials, Inc. Mod. Portland Cement, Type I(PM)Tulsa, OklahomaOklahoma City, Oklahoma Mod. Portland Cement, Type I(PM)(Terminal)Springfield, Missouri Mod. Portland Cement, Type I(PM)(Terminal)

Lafarge North America Mod. Portland Cement, Type I(SM) Joppa, Illinois

METHOD OF DOCUMENTATION OF ACCEPTANCE: By the manufacturer's certified shipping notice in accord with the attached agreement.

METHOD OF DOCUMENTATION OF USE: The inspector shall note on the Concrete Plant Inspector's Daily Report the name of the producer/supplier, source location, and the type cement.

PROCEDURE AGREEMENT: The listed manufacturers are approved to ship cement in accord with the attached agreement. Destination Sampling and Testing:

60

Materials Division will request random samples through the Resident Engineer. These random samples shall be taken from the transport trailer/railroad car and be identified by: A. Name of producer/supplier/terminal/plant B. Modified portland cement Type C. Bill of Lading Number D. Producer/Supplier Bin (silo) Number E. Mill Test Number07/2008 QPL 501.023 Page 2

AGREEMENT FOR THE ACCEPTANCE OF MODIFIED PORTLAND CEMENT BASED ON CERTIFIED MILL TESTS

Modified portland cement will be accepted by the Arkansas State Highway and Transportation Department based on the producer's certification that the material meets all requirements of applicable Department specifications:

Portland – Pozzolan Cement (AASHTO M240, Type IP)Pozzolan – Modified Portland Cement (AASHTO M240, Type I (PM))Slag – Modified Portland Cement (AASHTO M240, Type I (SM))

Modified portland cement will be accepted by the Arkansas State Highway and Transportation Department under the following conditions: 1. The producers shall maintain a file of their test results and methods of testing. The producer's laboratory shall be inspected periodically by the Concrete and Cement Reference Laboratory of the National Institute of Standards and Technology, or other acceptable testing laboratory, and upon request, make reports of inspections available to the Department. 2. Mill analyses covering the modified portland cement to be certified and shipped to Department projects shall be furnished to the Department's Materials Division. Mill analysis must reference the plant of origin. 3. Shipments to Department projects shall be made only from bins (silos) that have been tested and found to meet Department specifications. No modified portland cement shall be shipped prior to satisfactory completion of three day compressive strength tests. Modified portland cement from different manufacturing plants will not be intermixed at terminals. 4. The producer shall furnish with each shipment a certification containing the following: a. consignee b. date and time of shipment c. truck or railroad car number d. quantity of modified portland cement shipped

61

e. type of modified portland cement f. bin (silo) number from which shipped

g. a statement that "This is to certify that the type modified portland cement in this shipment is from pretested bin (silo) number___________ and complies with the AASHTO specification for the type shipped."h. name of modified portland cement plant, terminal (if applicable) and the signature of a responsible company official

07/2008 QPL 501.023

Page 3 One copy of the shipment certification form for the Resident Engineer shall accompany the shipment.

5. A monthly composite sample will be sent to the Materials Division. Thismonthly composite sample will be composed of approximately equally sized type modified portland cement samples obtained from pretested bins. A composite sample will be sent for each type of type modified portland cement supplied to Department projects. Composite samples will be supplied from the manufacturing plant, not from terminals.

6. Destination samples will also be taken as deemed necessary to assure compliance with specifications. In the event samples taken at the job fail to meet specifications, the Department will reject the type modified portland cement. No further shipments will be accepted under this agreement until tests by the Department determine that the producer's product is in compliance with applicable specifications and requirements.

Acceptance of type modified portland cement by this method is subject to withdrawal for failure to comply with the above requirements. Please acknowledge agreement to the above requirements by signing and returning a copy of this letter for our producer files. ____________________________________________ Company Name – Plant Location

____________________________Signature



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Email Address: ___________________________

63

07/2008 QPL 501.031

PORTLAND CEMENTSuppliers Sources (Manufacturing Plant)

Ash Grove Cement Company Chanute, KS. (Type I Low Alkali Cement Available) Durkee, OR. (Type I Low Alkali Cement Available) Foreman, AR. (Type I Low Alkali Cement Available)

Ash Grove Texas, L.P. Aalborg, Denmark Davao City, PhilippinesDonghae, South KoreaKamari, Greece Khanghoy, Saraburi, Thailand Midlothian, TX.Pertigalete/Vencemos, VenezuelaSam Chok, South Korea

Buzzi Unicem USA, Inc. Augusta, Italy(Magera)

Cape Girardeau, MO. (Type I Low Alkali Cement Available)

Cementos Lima (Atocongo plant-Lima, Peru)Festus, MO. (Selma)

(Type I Low Alkali Cement Available) Independence, KS.

Istanbul, Turkey (Cannakkale)Milaki, Greece

Pryor, OK. (Type I Low Alkali Cement Available) Siam Cement Co.(Kaeng Khoi, Thailand)

Signal Mountain Cement (Chattanooga,Tn)

(Type I Low Alkali Cement Available) TPI Cement (Bangkok, Thailand)

Capitol Cement Company San Antonio, Tx.Holcim (US) Inc. Ada, OK. (Type I Low Alkali Cement Available)

Artesia, MS. (Type I Low Alkali Cement Available) Continental Cement Company(Hannibal, Mo.)Jining City, China(Type 1 & Type II Low Alkali Cement)

(Daewoo Cement (Shandong) Company)Siam City, Thailand Tangshan, China(Type 1 & Type I Low Alkali Cement)

(Jidong Cement Company) Theodore, AL.

Lafarge North America Calera, AL.Fredonia, KS. (Type I Low Alkali Cement Available)Joppa, IL. (Type I Low Alkali Cement Available)

Sugar Creek, MO. (Type I Low Alkali Cement Available)

64

Tulsa, OK. (Type I Low Alkali Cement Available)

LeHigh Cement Company Leeds, AL.

07/2008 QPL 501.031 Page 2 Memphis Cement Company Memphis, Tn.

(Cementos del Caribe-Cartagena Mill, Colombia)

Monarch Cement Company Humboldt, Kansas (Type I Low Alkali Cement Available)

METHOD OF DOCUMENTATION OF ACCEPTANCE: By the manufacturer's certified shipping notice in accord with the attached agreement.

Note: Some manufacturers are importing foreign portland cement. This

portland cement is tested, certified, and accepted in accordance with certified supplier procedures. All portland cement manufacturing plants and their location/s should be identified on the certified shipping notice.

METHOD OF DOCUMENTATION OF USE: The inspector shall document on the REPORT OF TESTS OF CONCRETE CYLINDERS the name of the producer/supplier, source location, and the type cement.

PROCEDURE AGREEMENT: The listed manufacturers are approved to ship cement in accord with the attached agreement.

Destination Sampling and Testing: Materials Division will request random samples through the Resident Engineer. These random samples shall be taken from the transport trailer/railroad car and be identified by: A. Name of producer/supplier/terminal/plant B. Cement Type C. Bill of Lading Number D. Producer/Supplier Bin (silo) Number E. Mill Test Number

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07/2008 QPL 501.031 Page 3

AGREEMENT FOR THE ACCEPTANCE OF CEMENT BASED ON CERTIFIED MILL TESTS

Portland cement will be accepted by the Arkansas State Highway and Transportation Department based on the producer's certification that the material meets all requirements of applicable Department specifications (AASHTO M 85)under the following conditions: 1. The producers shall maintain a file of their test results and methods of testing. The producer's laboratory shall be inspected periodically by the Concrete and Cement Reference Laboratory of the National Institute of Standards and Technology, or other acceptable testing laboratory, and upon request, make reports of inspections available to the Department. 2. Mill analyses covering the cement to be certified and shipped to Department projects shall be furnished to the Department's Materials Division. Mill analysis must reference plant of origin. 3. Shipments to Department projects shall be made only from bins (silos) that have been tested and found to meet Department specifications. No cement shall be shipped prior to satisfactory completion of three day compressive strength tests. Cement from different manufacturing plants will not be intermixed at terminals. 4. The producer shall furnish with each shipment a certification containing the following: a. consignee b. date and time of shipment c. truck or railroad car number d. quantity of cement shipped e. type of cement f. bin (silo) number from which shipped g. a statement that "This is to certify that the type cement in

this shipment is from pretested bin (silo) number___________ and complies with the AASHTO specification for the type shipped."

h. name of cement plant of origin, terminal (if applicable) and the signature of a responsible company official

One copy of the shipment certification form for the Resident Engineer shall accompany the shipment.

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07/2008 QPL 501.031 Page 4

5. A monthly composite sample will be sent to the Materials Division. Thismonthly composite sample will be composed of approximately equally sized cement samples obtained from pretested bins. A composite sample will be sent for each type of cement supplied to Department projects. Composite samples will be supplied from the manufacturing plant, not from terminals. 6. Destination samples will also be taken as deemed necessary to assure compliance with specifications. In the event samples taken at the job fail to meet specifications, the Department will reject the cement. No further shipments will be accepted under this agreement until tests by the Department determine that the producer's product is in compliance with applicable specifications and requirements. Acceptance of cement by this method is subject to withdrawal for failure to comply with the above requirements. Please acknowledge agreement to the above requirements by signing and returning a copy of this letter for our producer files. Company Name /Plant Location :____________________________________________

Signature :____________________________ Date: ___________________________



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07/2008 QPL 501.032

AIR-ENTRAINING ADMIXTURES FOR USE IN PORTLAND CEMENT CONCRETE

BRAND DOSAGE RATE MANUFACTURER Ad-Aire 29.6 mL / 42.6 kg Carter-Waters Corp. (1 oz. per Sack) Box 412676 Kansas City, MO 64141 (816) 471-2570

Addiment AEC 14.8 - 23.7 mL / 45.4 kg Addiment, Inc.Addiment LP-1 (.5-.8 oz./100# Cement) P. O. Box 47520 Atlanta, GA 30362

Aermix 22.2 - 29.6 mL / 42.6 kg Old North Mfg. Co., Inc (3/4-1 oz. per Sack) P. O. Box 598 Lenoir, N.C. 28645 (704) 754-6413 AEA-15 7.2 - 29.6 mL / 45.4 kg Sika Corporation

(1/4 - 1 oz. per 100# Cement) New ConstructionSika Air 14.8 – 88.8 mL / 45.4 kg 315 N. Ebrite Street (.5 – 3 oz./100# Cement) Mesquite, Texas 75149

(972) 289-6480 Air-In 14.8 - 22.2 mL / 45.4 kg Hunt Process Corp. Air-In-XT (1/2 -3/4 oz. per 100# Cement) Southern

P. O. Box 688 Ridgeland, MS 39158 (601) 856-8811

Air Plus 0.15 – 0.8 g /kg Fritz-Pak Corp. (0.25 – 1.25 oz. per 100# Cement) 11220 Grader St.

Super Air Plus 0.08 – 0.40 g /kg Suite 600(0.12 – 0.65 oz. per 100# Cement) Dallas, TX 75238

Eucon Air 30 62.1 mL / 45.4 kg The Euclid Chemical Co. (2.1 oz. per 100# Cement) 19218 Redwood Rd. Eucon Air 40 29.6 - 118.3 mL / 45.4 kg Cleveland, OH 44110

(1- 4 oz. per 100# Cement) (216) 531-9222Eucon NVR 29.6 - 59.1mL / 42.6 kg

(1-2 oz. per Sack)

Daravair 1400 14.8 - 88.7 mL / 45.4 kg W. R. Grace & Co. (1/2 - 3 oz. per 100# Cement) P. O. Box 2585 Darex AEA 22.2 - 88.7 mL / 45.4 kg Houston, TX 77252

(3/4 - 3 oz. per 100# Cement) (713) 223-8353

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07/2008 QPL 501.032 Page 2

BRAND DOSAGE RATE MANUFACTURER Darex II AEA 14.8 - 148 mL / 45.4 kg W. R. Grace & Co.

(1/2 - 5 oz. per 100# Cement) P. O. Box 2585 Daravair 1000 22.2 - 88.7 mL / 45.4 kg Houston, TX 77252

(3/4 - 3 oz. per100# Cement) (713) 223-8353

Euco Air Mix 14.8 - 29.6 mL / 42.6 kg The Euclid Chemical Co. AEA 92 (1/2-1 oz. per Sack) 19218 Redwood Rd. Air Mix 200 Cleveland, OH 44110 Air Mix 250 14.8 - 59.2 mL / 45.4 kg (800) 321-7628

(1/2-2 oz. per 100# Cement)

MB-AE 90 7.4 - 118.3 mL / 45.4 kg BASF Admixtures, IncMBVR (1/4 - 4 oz. per 100# Cement) (formerly DeGussa &Micro-Air Master Builders) Micro-Air 23700 Chagrin Blvd. Pave Air Cleveland, OH 44122Pave Air 90 (216) 831-7500

Polychem AE 7.4 - 118.3 mL / 45.4 kg General Research Technology (1/4 - 4 oz. per 100# Cement) 2978 Center Court

Eagan, MN. 55121-1257 (651) 454-4151

Prestonaire 20 22.25 - 29.6 mL / 42.6 kg Preston Pacific Corp. (1/4-1 oz. per Sack) P. O. Box 561032 Dallas, TX 75356 (214) 631-7376 Pro Air 260 0.12 - 88.7 mL / 45.4 kg Pro Mix Technologies (0.2 -3.0 oz. 100# Cement) P. O. Box 6 Allen, TX 75013

RSA-10 33 - 130mL / 100 kg RussTech, Inc. (0.5 -2.0 oz. 100# Cement) 11208 Decimal Dr.

Louisville, KY 40299502-267-7700

(972) 772-6010 Vinsol NVX 29.6 mL / 42.6 kg Hercules, Inc. (1 oz. per Sack) 910 Marketing Center Wilmington, DE 19894 (800) 441-7615

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07/2008 QPL 501.032 Page 3

AIR-ENTRAINING ADMIXTURES FOR USE IN PORTLAND CEMENT CONCRETE

REQUIREMENTS FOR CONCRETE AIR-ENTRAINING AGENTS

The following procedure is to be used in acquiring approval of air-entraining agents:

1. The manufacturer/supplier shall provide the Materials Division with a test report from a recognized laboratory indicating compliance with AASHTO M 154, Standard Specification for Air-Entraining Admixtures for Concrete. A recognized laboratory is any State Highway Agency, Federal Highway Administration or independent laboratory regularly inspected by the National Institute of Standards and Technology. All test reports shall include the manufacturer’s name, brand name of the material, and date of testing.

2. In addition to the requirements of the AASHTO Specification, the manufacturer/supplier shall include:

a. The constituents of the admixture. If the admixture is manufactured by neutralizing Vinsol resin with caustic soda (sodium hydroxide), the ratio of sodium hydroxide to Vinsol resin shall be given.

b. The chloride content of the admixture and whether or not chloride was added during its manufacture.

c. Uniformity tests according to AASHTO M 154 to establish compositional or chemical equivalence. Where the nature of the admixture or the Department’s testing capabilities may make some or all of the procedures unsuitable, other requirements may be established by agreement between the Department and the manufacturer.

d. Recommended dosage rate.

3. A sample of the air-entraining agent will be supplied to the Materials Division at the following address. Product information and Material Safety Data Sheets must be included.



5. Destination samples will be taken as deemed necessary to assure compliance with specifications. Material failures either in the laboratory or in field applications may be considered sufficient cause to reject the material. The Materials Engineer will determine if the failures warrant discontinuing acceptance and removal from this QPL.

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07/2008 QPL 501.03371

RETARDING ADMIXTURE FOR USE IN PORTLAND CEMENT CONCRETE

BRAND DOSAGE RATE MANUFACTURER

BV3 266.1 mL / 45.4 kg (3-9oz/100# Cement) Addiment, Inc.*147.8 - 266.1 mL (5-9oz./100# Cement) P.O. Box 47520

VZ4 59.1 - 236.6 mL / 45.4 kg (2-8oz/100# Cement) Atlanta, GA 30362

*118.3 - 236.6 mL (4-8oz./ 100# Cement)VZ4/W 59.1 - 236.6 mL / 45.4 kg (2-8oz/100# Cement)

*118.3 - 236.6 mL (4-8oz/100# Cement)*(Classed as a Type D at this dosage rate.)

Daratard 17 59.1-236.6 mL/ 45.4 kg (2-8 oz/100# Cement) W. R. GraceDaratard HC 59.1-118.3 mL / 45.4 kg (2-4 oz/100# Cement) P. O. Box 2585Recover 59.1-1477.5 mL / 45.4 kg (2-50 oz/100# Cement) Houston, TX 77252WRDA-35 147.8-236.6 mL / 45.4 kg (5-8 oz/100# Cement) (713) 223-8353 WRDA-79 221.8-443.6 mL / 45.4 kg

(7.5-15 oz/100# Cement)WRDA 133.1-236.6 mL (4.5-8 oz/100# Cement)

with Hycol Eucon LR *177 mL / 42.6 kg (6 oz per Sack) The Euclid Chemical Co.Eucon NR 118.3 mL / 45.4 kg (4 oz/100# Cement) 19218 Redwood Rd.Eucon TR 59.1 - 236.6 mL / 45.4 kg (2-8oz/100# Cement) Cleveland,OH

*(Classed as a Type D at this dosage rate.) 44110

Eucon Retarder 75 88.7-147.8 mL / 45.4 kg 800) 321-7628(3-5 oz/100# Cement)

Eucon Retarder 100 73.9-147.8mL / 45.4 kg (2.5 - 5.0oz/100# Cement)

EuconWR –91 88.7-236.6 mL / 45.4 kg(3-8 oz/100# Cement)

FR-1 1.0 – 1.2 g /kg Fritz-Pak Corp. (1.5 – 2.0 oz. per 100# Cement) 11220 Grader St.

Mini Delay Set 2.0 – 3.0 g /kg Suite 600Standard Delay Set (3.0 – 5.0 oz. per 100# Cement) Dallas, TX 75238 HPS-R *147.8-236.6 mL / 45.4 kg(5-8 oz/100# Cement) Hunt Process Corp

Southern P. O. Box 688 Ridgeland, MS 39158 (601) 856-8811

LC-400R 200 - 390 mL / 100 kg (3-6 oz/100# Cement) RussTech, Inc.11208 Decimal Dr.

72

Louisville, KY 40299502-267-7700

07/2008 QPL 501.033 Page 2 Masterpave 118.3 - 295.7 mL / 45.4 kg BASF Admixtures, Inc.

(4-10 oz/100# Cement) (formerly Degussa & Pozzolith 80 118.3 - 295.7 mL / 45.4 kg Master Builders)

(4-10 oz/100# Cement) 23700 Chagrin Blvd. Pozzolith 100XR 88.7 - 147.8 mL / 45.4 kg Cleveland, OH. 44122

(3-5 oz/100# Cement) (216) 831-7500Pozzolith 200N 88.7 – 176.4 mL / 45.4 kg (3-6 oz/100# Cement)Pozzolith 300R 88.7 - 147.8 mL / 45.4 kg (3-5 oz/100# Cement)Pozzolith 961R 88.7 - 147.8 mL / 45.4 kg (3-5 oz/100# Cement)Delvo Stabilizer 260 ± 65 mL / 100 kg (4 ± 1 fl. oz/100# Cement)

*(Classed as a Type D at this dosage rate.)

Polychem R 59.1 - 147.8 mL / 45.4 kg General Research Technology (Type D) (2-5 oz/100# Cement) 2978 Center Court

Eagan, MN. 55121-1257(651) 454-4151

Sika Plastiment 59.1 - 176.4 mL / 45.4 kg Sika Corporation(Type D) (2-6 oz/100# Cement) New Construction 315 N. Ebrite Street

Mesquite, TX. 75149(972) 289-6480

METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manu-facturer.

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07/2008 QPL 501.033 Page 3

REQUIREMENTS FOR CONCRETE RETARDERS

The following procedure is to be used in acquiring approval of retarding agents:

1. The manufacturer/supplier shall provide the Materials Division with a test report from a recognized laboratory indicating compliance with AASHTO M 194, Standard Specification for Chemical Admixtures for Concrete. A recognized laboratory is any State Highway Agency, Federal Highway Administration or independent laboratory regularly inspected by the National Institute of Standards and Technology. All test reports shall include the manufacturer’s name, brand name of the material, and date of testing.

2. In addition to the requirements of the AASHTO Specification, the manufacturer/supplier shall include:A. The type material, B or D - (B: Retarding admixture, or D: Water-reducing

and retarding admixture).B. The constituents of the retarder (Example - This material is a solution of

calcium salt of lignosulphonic acid).C. The chloride content of the admixture and whether or not chloride as

added during its manufacture.D. Recommended dosage rate.E. Uniformity and equivalence tests according to AASHTO M 194 to provide

results against which later comparison can be made. Where the nature of the admixture or the Department’s testing capabilities may make some or all of the procedures unsuitable, other requirements may be established by agreement between the Department and the manufacturer.

3. A sample of the retarding agent will be supplied to the Materials Division at the following address. Product information and Material Safety Data Sheets must be included.




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07/2008 QPL 501.034

75

PREFORMED EXPANSION JOINT FILLERS

AASHTO M153, TYPE I

Product ManufacturerCementone Sponge Rubber Exp. Jt. Tamms Industries (formerly A.C. Horn) 3851 State Route 72

Kirkland, Illinois 601461-800-218-2667

Sealtight Sponge Rubber Exp. Jt. W. R. Meadows P.O. Box 7752 Ft. Worth, Texas 76111 (817)834-1969

Williams Sponge Rubber Exp. Jt. Williams Products, Inc.1750 Maplelawn Blvd.Troy, Michigan 48084(248)643-6400

Method of Documentation of Acceptance: By brand and manufacturer.

To gain acceptance as an approved material on the Qualified Products List, the following procedure must be followed:

1. Sample(s) shall be submitted to Materials Division for verification testing.

2. Suppliers/Manufacturers shall provide to the Materials Division the Manufacturer's certification for each material stating compliance with the appropriate specification.

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 same, samples shall be taken and tested on a random basis on materials from each manufacturer.

5. Continued material failure will be considered sufficient reason to discontinue acceptance of material from a manufacturer, determination of which shall be by the Materials Engineer.

76

07/2008 QPL 501.035

BACKER ROD FOR JOINT SEALING

77

SILICONE JOINT SEALANT APPLICATIONS Product Manufacturer

Cera Rod W. R. MeadowsKool-Rod

HBR XL Nomaco, Inc.

Sof Rod Nomaco, Inc.

Sonolastic Closed Cell Backer Rod Sonneborn /Chemrex, Inc. Silspec Backer Rod SSI Construction & Industrial Materials HOT POUR JOINT SEALANT APPLICATIONS Product Manufacturer

Cera Rod W. R. Meadows

HBR XL Nomaco, Inc.

Hot Rod XL SSI Construction & Industrial Materials METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer. The following procedure must be followed in acquiring approval ofmaterials to be added to the Qualified Products List.

1. Sample(s) of the material along with product information shall be submitted to the Materials Division for evaluation.



07/2008 QPL 501.035

Page 278

Contact Information:

COMPANY CITY, STATE PHONEW. R. Meadows Fort Worth, TX. 817-834-1969Nomaco, Inc. Zebulon, NC. 800-345-7279SSI Construction & Industrial Materials

Oklahoma City, OK. 800-888-8909

Sonneborn /Chemrex, Inc.

Shakopee, MN. 800-243-6739

07/2008 QPL 501.036

CONCRETE JOINT SEALERSType 3, One part silicone - no primer, ASTM D 5893

79

Crafco Roadsaver Self-Leveling(SL) 34903 Crafco, Inc. Crafco Roadsaver Non-Sag 34902 6975 W. Crafco Way

Chandler, AZ 85226 1-800-528-8242

Dow 890 SL Dow Corning Corp. Midland, MI 48686-0994 1-800-248-2481

Pecora 300 SL Pecora Corporation165 Wambold RoadHarleysville, PA 194381-215-723-6051

Spectrem 900SL Tremco Incorporated3735 Green RoadBeachwood, Ohio 441221-800-321-7906

Type 4, One part silicone - primer required, ASTM D 5893 None approved.

Type 5, Hot poured elastomeric - AASHTO M 282/ASTM D 3406Crafco Superseal 444/777 Crafco, Inc.

6975 W. Crafco Way Chandler, AZ 85226

1-800-528-8242

Type 6, Two component cold poured, synthetic polymer - ASTM D 1850

Thiokol 200E PolySpec, LP6614 Gant RoadHouston, Texas 770661-281-397-0033

07/2008 QPL 501.036 Page 2

Type 7, Hot poured elastic - AASHTO M 173(ASTM D 6690, Type I / AASHTO M 324, Type I)

80

Crack-Rite HP 3405 Dalton Enterprises, Inc.131 Willow StreetCheshire, Connecticut 06410(203) 272-3221

Deery 102 Deery American CorporationP.O. Box 4099Grand Junction, Colorado

815021-800-227-4059

Durafill 1190 P & T Products, Inc.Durafill 3405 472 Industrial Parkway

Sandusky, Ohio 44870(419) 621-1966

Elastoflex 50 Maxwell Products, Inc.650 DeLong StreetSalt Lake City, UT 841041-801-972-2090

Product 9005 SemMaterials, L.P. P.O. Box 191 Northumberland, PA 17857 1-800-521-9593

Roadsaver 201 Crafco, Inc. Roadsaver 211 6975 W. Crafco Way Roadsaver 221 Chandler, AZ 85226

Roadsaver 222 1-800-528-8242

Sealtight #164 W.R. MeadowsP.O. Box 7752Fort Worth, Texas 76111

07/2008 QPL 501.036 Page 3

METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturerType 3 joint sealer shall be: a cold applied, single component, chemically curing silicone seal and shall meet the requirements of ASTM D 5893.

81

Type 4 joint sealer shall be: a cold applied, single component, chemically curing silicone seal and shall meet the requirements of ASTM D 5893. Use of a pre-approved primer is required.

Type 5 joint sealer shall be: a hot poured elastomeric and shall meet the requirements of AASHTO M 282 and ASTM D 3406.

Type 6 shall be : a 2 component cold poured, synthetic polymer and shall meet requirements of ASTM D 1850 with the exception of penetration which shall not exceed 100. It shall also have a minimum resilience (both on the original cured sample and on the oven aged sample) of 70%.

Type 7 shall be: a 1 component hot poured elastic type intended for use in sealing concrete joints in concrete pavement or bridges. It shall meet the requirements specified in AASHTO M 173 (ASTM D 6690, Type I / AASHTO M 324, Type I).

The following procedure is to be used in acquiring approval of concrete joint sealers:

1. Submittal of a sample for testing and certified test results from a recognized independent laboratory, all sealants (Types 3, 4, 5, 6, 7). A primer sample will also be submitted for Type 4 sealants.

2. Successful completion of a field evaluation may be required.

3. Suppliers / Manufacturers shall provide product information and Material Safety Data Sheets.

4. The date of manufacture or an expiration date shall be printed on the sealant containers (pails and drums).



82

07/2008 QPL 501.037

CURING COMPOUNDS FOR USE ON PORTLAND CEMENT CONCRETE Clear(AASHTO M 148 Type 1-D*) and White-Pigmented

CLEAR* MANUFACTURER #285 Con-Cure Superior Manufacturing (Type 1) 1054 Florida Memphis, Tn. 38101

(901) 942-3239

Certi-Vex Enviocure 500 Clear Vexcon Chemicals Inc

83

7240 State Road Philadelphia, PA 19135 (215) 332-7709

Clear Water Resin Right Pointe Company(w Red Fugitive Dye) 234 Harvestore Drive

DeKalb, IL 60115 1-888-755-5700

Day-Chem Rez Cure (J-11-W) Dayton Superior Specialty Chemical Corp. DSSCC Clear Resin Cure 4226 Kansas Avenue w Dye Kansas City, Kansas 66106 (866) 329-8724

D.O.T. Resin Cure Type 1-D Conspec Marketing & Mfr. Co.RX CURE-WB 636 South Terrace

Kansas City, Kansas 66111(913) 287-1700

Prestoncure 100 Preston Pacific Corp. Clear P. O. Box 561032 Prestoncure 100-WB Dallas, Tx. 75356 (214) 631-7376

Raven Kure-D Raven Chemicals 1024 North Lansing Tulsa, Oklahoma 74106 (918)584-2810

Safe-Cure Clear Chemmasters(w Red Fugitive Dye) 300 Edwards Street

Madison, Ohio 44057(800) 486-7866

Sealtight 1100 W.R. Meadows of Texas, Inc. 2555 N.E. 33rd St. Fort Worth, Tx. 76111 (817) 834-1969 07/2008 QPL 501.037 Page 2

CLEAR* MANUFACTURER SP-200 Security Products Co. P. O. Box 3502 Little Rock, Ar. 72203 (501) 372-3138 W Cure TD Chemco International

401 South Carolina Mobile, AL 36603

84

* AASHTO M 148 Type 1-D: Clear or Translucent with Fugitive Dye

WHITE-PIGMENTED MANUFACTURER 150-White The Carter-Waters Corp. 240 R Box 412676 CWC Envirocure W-3 Kansas City, MO 64141 (816) 471-2570

285 Con-Cure Superior Manufacturing (Type II) 1054 Florida Memphis, Tn. 38101 (901) 942-323 Burke Wax Emulsion Burke Chemicals Cure 22039 S Westward Ave. Long Beach, CA 90810

Cure W-2 L&M Constr. Chemicals 14851 Calhoun Rd. Omaha, NE 68152

D.O.T. CURE WW Conspec Marketing & Mfr. Co.636 South TerraceKansas City, Kansas 66111(913) 287-1700

Certi-Vex Enviocure 500 White Vexcon Chemicals, Inc. 7240 State Road Philadelphia, PA 19135 (215) 332-7709

Day-Chem J-9-A Dayton Superior Specialty Chemical Corp. Day-Chem J-10-W 4226 Kansas AvenueDSSCC White Resin Cure Kansas City, Kansas 66106DSSCC White Wax Cure (866) 329-872407/2008 QPL 501.037 Page 3

WHITE-PIGMENTED MANUFACTURER

Hunt Process (Water Based) Hunt Process Corp.- Southern (Water Base Concrete Curing Compound) P. O. Box 688 Ridgeland, MS 39158

Prestoncure 200 AHD Preston Pacific Corp. Prestoncure 200 WB P. O. Box 561032 Dallas, TX 75356 (214) 631-7376

85

Sealtight Product 1600 W.R. Meadows of Texas, Inc.Sealtight Product 1610 2555 N.E. 33rd Street

Fort Worth, TX 76111 (817) 834-1969 Security SP-100 Security Products Co. Box 3502 Little Rock, AR 72201 (501) 372-3138

Skotch Kure W Old North Mfg. Co., Inc. P. O. Box 598 Lenoir, N.C. 28645 (704) 754-6413

SAFE-CURE WHITE 1000 ChemMasters Chagrin Plaza East

300 Edwards Street Madison, OH 44057 (216)428-2105

Tremcure WBW Tremcrete Systems Inc. 4492 Commerce Circle SW Atlanta, GA 30336 (404) 691-1075

White Raven D (WRD) Raven Chemicals White Raven D 1024 North Lansing Medacure 2 Tulsa, Oklahoma 74106 918-584-2810

07/2008 QPL 501.037 Page 4

WHITE-PIGMENTED MANUFACTURER WW Cure Chemco InternationalWWX Cure 401 South Carolina Mobile, AL 36603 White Water Wax Right Pointe Company

234 Harvestore DriveDeKalb, Illinois 60115

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METHOD OF DOCUMENTATION OF ACCEPTANCE: by brand and manufacturer.

07/2008 QPL 501.037 Page 5

REQUIREMENTS FOR CONCRETE CURING COMPOUND (CLEAR, AASHTO M 148 Type 1-D, & WHITE-PIGMENTED): The following procedure is to be followed in acquiring approval of curing compounds: 1. The manufacturer/supplier will provide the Materials Division of the Arkansas State Highway and Transportation Department with a pint sample and a copy of a test report from a recognized laboratory covering the material to be used. A recognized laboratory is any State Highway Agency, Federal Highway Administration or laboratory regularly inspected by the National Institute of Standards and Technology.

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2. An approval will be predicated upon a test report giving the following information as required by AASHTO M 148. (Declarative Statement/s may be made by manufacturer) A. Compound (Type) B. Rate of Application Liter per Sq m. (Gal.per Sq.Ft.) C. Consistency a. Sprayability at 5°C (40°F) (Declarative Statement) and above b. Adherence to wet horizontal (Declarative Statement) and vertical surface D. Moisture Retention (Numerical Result in grams-loss per Sq. cm.) E. Reaction to Concrete (Declarative Statement) F. Daylight Reflectance (Numerical Result) G. Drying time to Touch (Numerical Result) H. Drying Conditions (Declarative Statement) 3. If the information indicates compliance with the specifications, a letter and unsigned certification agreement will be sent to the supplier. The product will be placed on the QPL upon receipt of the signed agreement. 4. 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.

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07/2008 QPL 501.04

READY MIX CONCRETE PLANTS

The following Ready Mix Concrete Plants have supplied concrete to Arkansas State Highway and Transportation Department projects. Concrete from any of these sources shall be tested and accepted in accordance with Arkansas State Highway and Transportation Department plans and specifications. Plants inspected by the Department will have an inspection decal near the control center of the plant. The next inspection due date will be annotated on the decal.

District 1Arkansas Concrete Brinkley, Forrest City, Marianna,

West Helena, & Wynne, AR.Hedger Bros. Concrete Marion, AR. (2)Razorback Concrete Co. West Memphis(2), AR.

District 2Baker Concrete Stuttgart, AR.

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Carter Building Supply DeWitt, AR.Century Redi-Mix Crossett, AR.MMC Materials, Inc. Lake Village, AR. & Greenville, Ms.Pierce and Company Stuttgart, AR.Pine Bluff Sand & Gravel Pine Bluff, AR. (2)Select Concrete Co. Dumas, McGehee, & Monticello, AR.Smith Concrete Pine Bluff, AR.TXI Crossett, AR.

District 3Builders Supply Springhill, LA.Crete Cast Products Nashville, AR.Transit Mix Concrete & Materials Co. DeQueen, AR.

(formerly DeQueen Sand & Gravel)Glenwood Ready Mix Glenwood, AR.Hope Concrete Products Hope, AR.Interstate Highway Construction Fouke, AR.Smith Ready Mix Ashdown, DeQueen, Hope,

Nashville, Texarkana(2), AR. Transit Mix Concrete & Materials Co. Texarkana, AR. & Texarkana, TX.

07/2008 QPL 501.04 Page 2District 4Arkhola Ready Mix Fort Smith, Johnson,

& Van Buren, AR. Beaver Lake Concrete Fayetteville & Springdale, AR.Chrisman Ready Mix Ozark, AR.Master Made Booneville & Paris, AR.Mid-Continent Concrete Farmington, Fayetteville, Jenny Lind

& Van Buren, AR.Transit Mix Concrete & Materials Co. Mena, AR.Tune Ready Mix Johnson, AR.Waldron Ready Mix Waldron, AR.

District 5B & B Quality Concrete Searcy, AR.Edwards Ready Mix Violet Hill, AR.Gill Ready Mix Ash Flat, AR.Hatfield Ready Mix Batesville & Melbourne,, AR.Heslep Concrete Co. Searcy, AR.

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King Ready Mix Salem, AR.Mobley Construction Co. Newport, AR.Mountain View Ready Mix, Inc. Mountain View, AR. Razorback Concrete Co. Heber Springs, & Searcy, AR.Weaver Bailey Co., Inc. Newport, AR.White River Materials Co., Inc. Batesville, AR.

District 6C.J. Horner & Company, Inc. Hot Springs, AR.Martin Marietta Materials, Inc. Benton, Jacksonville, Little Rock, &

Maumelle, AR.Razorback Concrete Alexander, Cabot, Lonoke, &

North Little Rock(2), AR. Roland Ready Mix Malvern, AR.Smith Ready Mix Hot Springs, AR.Southern Star Concrete Benton, Cabot, Jacksonville,

Little Rock(2), & North Little Rock, AR.

Weaver-Bailey Jacksonville & North Little Rock, AR.

07/2008 QPL 501.04 Page 3

DISTRICT 7Apex Ready Mix East Camden, El Dorado, AR.Camden Concrete Camden, AR.C.J. Horner Arkadelphia, AR.Concrete Services, Inc. El Dorado, AR.Fordyce Ready Mix Fordyce, AR.Smith Ready Mix Arkadelphia, & Magnolia, AR.Transit Mix Concrete & Materials Co. Magnolia, AR.

District 8Chrisman Ready Mix Clarksville, AR.Mallard Ready Mix Bigelow, Clinton, Conway,

& Greenbrier,AR.Master Made Ready Mix Danville, AR.Mobley Concrete Dardanelle, Morrilton,

& Russellville, AR.Southern Star Concrete Conway, ARZebcon Ready Mix, Inc. Russellville, AR.

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District 9Arkhola Centerton, Harrison, Rogers &

Springdale, AR. Beaver Lake Concrete, Inc. Huntsville, Rogers, Sulphur Springs,

& Vaughn, AR.King Ready Mix Flippin & Mountain Home(2), AR.Mid-Continent Concrete Jane, Mo., Bentonville(2), Gravette,

Siloam Springs, AR. & Springdale(2),

Searcy County Ready Mix Marshall, AR.Thompson’s Ready Mix BerryvilleTune Concrete Rogers, Springdale, AR.

& West Siloam Springs, OK.

07/2008 QPL 501.04 Page 4

District 10American Concrete, LLC Paragould, AR.Hedger Brothers Concr. Products Corning, Jonesboro(2),Paragould,

Piggott, Pocahontas, Trumann,& Walnut Ridge,

AR. Heslep Concrete (formerly B & B Concrete) Blytheville, AR.Paragould Ready Mix Paragould, AR.Razorback Concrete Blytheville, Hickman, Jonesboro,

Manila, Marked Tree, Osceola, & Paragould, AR.

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07/2008 QPL 505.02

EXPANSION JOINT FILLERAASHTO M 213

Product Manufacturer Asphalt Saturated Fiber Board J.D. Russell

P.O. Box 36795Tucson, Arizona 85740800-888-7425

Conspec Fiber Expansion Joint Conspec Marketing & Mfr. Co.

636 South 66th TerraceKansas City, Kansas 66111

Conflex Knight-Celotex, LLC.One Northfield PlazaNorthfield, Illinois 60093-1215847-716-8030

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Tammsboard Tamms Industries(formerly Hornboard) 3835 State Route 72

Kirkland, Illinois 601461-800-862-2667

RIGHT-JOINT Fibre Expansion Joint Right/Pointe Company234 Harvestore DriveP.O. Box 467DeKalb, Illinois 601151-888-755-5700

Sealtight Fibre Expansion Joint W.R. MeadowsP.O. Box 7752Ft. Worth, Texas 76111(817)834-1969

Method of Documentation of Acceptance : By brand and manufacturer.

To gain acceptance as an approved material on the Qualified Products List (QPL), the following procedure must be followed:

1. Suppliers/Manufacturers shall provide to the Materials Division the Manufacturer's certification for each material stating compliance with AASHTO M 213, Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-Extruding and Resilient Bituminous Types).

07/2008 QPL 505.02

Page 2

2. A sample(s) shall be submitted to Materials Division for testing. The sample(s) should be sent to the Department and the Materials Division at:

P.O. Box 2261 or 11301 Baseline RoadLittle Rock, Ar. 72203 Little Rock, Ar. 72209

3. Suppliers / Manufacturers shall provide product information and Material Safety Data Sheets as applicable.

4. It the material meets the specifications, a letter and an unsigned certification agreement will be sent to the supplier / manufacturer. The product will be placed on the QPL upon receipt of the signed certification.

5. When deemed necessary by the Materials Engineer, samples from each manufacturer shall be taken and tested on a random basis. Failure of these samples will be considered sufficient reason to discontinue acceptance

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of material from a manufacturer, determination of which shall be by the Materials Engineer.

07/2008 QPL 507.03

POLYESTER/EPOXY RESIN SYSTEMS(for Installation of Dowel Bars & Tie Bars

in Concrete Pavement and Extending Reinf. Concrete Box Culverts)

BRAND MANUFACTURER

Anchor Adhesive 52 Pilgrim Permocoat, Inc.P.O. Box 945Tampa, FL 33601

CIA Gel 7000 USP Structural Connectors703 Rogers DriveMontgomery, MN 56069

Epcon Ceramic 6 ITW Ramset/Red Head 1300 North Michael Drive Wood Dale, IL 60191

EpoGel Sonneborn/ChemRex, Inc.889 Valley Park DriveShakopee, MN 55379

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Fastenal Pro-Poxy 300 Fast Fastenal 675 Robins StreetConway, AR 72032

Futura 566R Futura Adh. and Chemicals 795 Glendale Road Scottdale, GA 30079

Hilti HIT-RE-500 Hilti, Inc. P.O. Box 211485400 S. 122nd E. Ave.

Tulsa, OK 74121

HS-200 Adhesives Technology Corp.Speed Set 2 450 East Copans RoadUltrabond 1300 Pompano Beach, FL. 33064Ultrabond 2200

Liquid Roc 500 Fast Set MKT Fastening, LLCLiquid Roc 500 1 Gunnebo Drive

Lonoke, AR. 72086

Polyject #1605 Polygem, Inc.Polyject #1257 P.O. Box 609

West Chicago, IL07/2008 QPL 507.03 Page 2

Power-Fast Epoxy Adhesive (Standard set) Powers Fasteners, Inc.2 Powers Square

New Rochelle, NY 10801(914)235-6300

Pro-Poxy 300 Fast UnitexPro-Poxy 400 3101 Gardner

Kansas City, MO. 64120

Rapid Gel Sonneborn /ChemRex, Inc.889 Valley Park DriveShakopee, MN 55379

Rezi-Weld 1000 W.R. Meadows of Texas P.O. Box 7752 Fort Worth, TX 76111

Sikadur AnchorFix-3 Sika CorporationSikadur AnchorFix-4 201 Polito Avenue

Lyndhurst, New Jersey 07701

Spec Bond 150 Conspec Marketing & Mfr. Co., Inc.Spec Bond 200 636 South 66th Terrace

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Spec Bond 201 Kansas City, KS 66111

Sure-Anchor I (J-51) Dayton Superior 4226 Kansas Avenue

Kansas City, KS 66106


07/2008 QPL 507.03 Page 3

Requirements for Polyester/Epoxy Resin Systems

The following procedure is to be used in acquiring approval of Polyester/Epoxy Resin Systems:

1. The manufacturer/supplier will provide the Materials Division with a test report from a recognized laboratory covering the material to be used. The polyester/epoxy resin system will be tested in accordance with ASTM C 881/AASHTO M 235. A recognized laboratory is any State Highway Agency, Federal Highway Administration, or independent laboratory regularly inspected by the National Institute of Standards and Technology. Accompanying this report will be a statement by the manufacturer/supplier certifying compliance of the material with the requirements of ASTM C 881/AASHTO M 235 Type IV, Grades 2 or 3 (Viscosity, Consistency, and Volatile Content may not be applicable to polyester systems) and the suitability of the adhesive system for use in securing steel products to portland cement concrete (ASTM E 488, Single Anchor, Static Tension). The statement will also indicate the temperature Class(A, B, or C) that the material meets. If the material does not meet all the requirements of ASTM C 881/AASHTO M 235 (Type IV, Grades 2 or 3) the manufacturer/supplier will certify to only those requirements the materials meets and note those that it does not meet. Products not fully complying may be considered for and approved for specific or limited uses.

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2. A sample of the system will be supplied to the Materials Division for testing. The sample should be sent to the Department and the Division at:

Box 2261 or 11301 Baseline Road Little Rock, AR 72203 Little Rock, AR 72209

3. If the test report and AHTD tests indicate compliance with specifications, the product will be approved for use.

4. 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.

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07/2008 QPL 604.02

CONSTRUCTION RAISED PAVEMENT MARKERS(CRPM)

Product Reflecting Surface Color

Manufacturer

APEX 932 WhiteYellow

APEX Universal, Inc.11033 Forest PlaceSanta Fe Springs, Ca. 90670

Dapco RPMDapco TOM

YellowWhiteYellow

Filtrona Extrusion Inc.Davidson Traffic Control Products3110 70th Ave. EastTacoma, WA 98424

TSP 150 WhiteYellow

TSP Plastics DivisionP.O. Box 2501Winter Haven, FL 33883

Method of Documentation of Acceptance: By brand and manufacturer.The markers shall be retroreflectorized in the direction(s) facing traffic and shall be the color required for tape or paint.

Method of Approval for Materials to be added to this Qualified Products List:

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1. Construction raised pavement markers must be evaluated by the National Transportation Product Evaluation Program (NTPEP) as a Temporary Raised Pavement Markers or as a Temporary Chip Seal Markers. Temporary Raised Pavement Markers and Temporary Chip Seal Markers 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 Temporary Raised Pavement Markers and Temporary Chip Seal Markers will be evaluated and final approval will based on its NTPEP performance. All reports shall include the manufacturer’s name, address, and name or model of marker.

2. The manufacturer shall submit a sample and product information, including printed instructions for application.

3. If the 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.

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.

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07/2008 QPL 604.021

CONSTRUCTION CONCRETE BARRIER MARKERS

TYPE 1Product Reflecting Surface

ColorManufacturer

AKT 183 ClearAKT 183 Amber

WhiteYellow

AKT Corporation6318 West State StreetWauwatosa, Wisconsin 53213

JD Series

Flex Barrier Marker

Standard 3” Delineator

WhiteYellowWhiteYellowWhiteYellow

Vega Molded Products122 Industrial Dr.Gilberts, Illinois 60136

JD Series WhiteYellow

Astro Optics Corp.1200 Abbott Drive Elgin, Illinois 60123

TYPE 2Product Reflecting Surface

ColorManufacturer

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FB-33 Series

FB-34 Series

FT Series

WhiteYellowWhiteYellowWhiteYellow

Astro Optics Corp.1200 Abbott Drive Elgin, Illinois 60123

FB-33 Series

FB-34 Series

WhiteYellowWhiteYellow

Artuk Inc.6318 West State StreetWauwatosa, Wisconsin 53213

PCBM Series (May have –9 indicating 9 sq in; and “DG”-Diamond Grade Sheeting or “HI”-High Intensity sheeting on box, i.e. PCBM-9 HI)

WhiteYellow

Filtrona Extrusion Inc.Davidson Traffic Control Products3110 70th Ave. EastTacoma, Washington 98424

TD9300 Series WhiteYellow

Three D Traffic Works Inc. 430 N. VarneyBurbank, California 91502

07/2008 QPL 604.021 Page 2


Procedure to be followed in acquiring approval of materials to be added to QPL: 1. Barrier markers shall be of one of the following types:

Type 1 A retroreflector having a minimum reflective area of 4515 mm2 (7 sq. in.) and acrylic plastic prismatic elements. The reflector shall have a smooth, clear, transparent face, and be permanently sealed against the intrusion of dust, water or air.

Type 1 reflectors minimum reflectance requirements:

Observation angle

Entrance Angle Whitecd/fc

Yellowcd/fc

0.1 0° 115 700.1 20° 45 25

Type 2 A retroreflector having a minimum reflective area of 5805 mm2 (9 sq. in.). The reflective surface shall be reflective sheeting conforming to ASTM D 4956, Type III(AASHTO M 268, Type III) , IV(AASHTO M 268, Type IV), VII(AASHTO M 268, Type V), VIII, or IX, and shall be applied to a metal or a plastic mounting.

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The reflective sheeting shall be listed on the Department’s Qualified Products List (QPL) for reflective sheeting, QPL 723.03.

2. The manufacturer shall submit a sample and product information, including printed instructions for application.3. If the barrier markers meet the 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. Each barrier marker will be permanently identified on the marker with the manufacturer’s name or logo and product brand name or unique identifier.5. Destination samples will be taken as deemed necessary by the Materials Engineer to assure compliance with specifications. 6. Failure of the material in field applications is sufficient reason to reconsider acceptance of the material. Suspension of further use and/or removal from the QPL may occur if the Materials Engineer determines that the material is not in compliance with applicable specifications and requirements.

07/2008 QPL 606.021

PRECAST REINFORCED CONCRETE PIPE AND BOX CULVERTS

CERTIFIED ACCEPTANCE PROCEDURE: Hanson Pipe and Products, Inc. Cedar Hill, TX (ARCPA certified) Ft. Smith, AR (ARCPA certified) Grand Prairie, TX (ARCPA certified)

Little Rock, AR (ARCPA certified) Longview, TX (ARCPA certified) West Memphis, AR (ACPA certified)

Rose Concrete Products, Inc. Scott City, MO (ACPA certified & ARCPA certified)

Scurlock Industries Jonesboro, AR (ARCPA certified)

Fayetteville, AR (ARCPA certified)Miami, OK (ARCPA certified)Springfield, MO (ACPA certified)

The above manufacturers currently have on file a letter of agreement with the Arkansas Highway and Transportation Department to furnish concrete pipe products and/or precast box culverts in accordance with AHTD Standard Specifications, and referenced AASHTO Specifications.

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METHODS OF DOCUMENTATION OF ACCEPTANCE:

CERTIFIED ACCEPTANCE PROCEDURE: Precast reinforced concrete culvert pipe and precast reinforced box culverts shall be accepted for use on Department projects based a Certificate of Delivery furnished by the manufacturer to the Resident Engineer. Each piece shall bear a Arkansas Concrete Pipe Association (ARCPA) Certified Seal (stamp) or an American Concrete Pipe Association (ACPA) stamp, cast date, and manufacturer's identification. The project Engineer shall check the condition of the products delivered and also verify the products delivered.

07/2008 QPL 606.021Page 2

PROCEDURE AGREEMENT: The above listed manufacturers have agreed to the requirements for certification and inspection according to the following procedure:

ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT

Certification Acceptance Procedure Agreement for Precast Reinforced Concrete Pipe and Precast Reinforced Box Culverts.

Precast reinforced concrete pipe and precast reinforced box culverts will be accepted by the Arkansas Highway and Transportation Department based on the following requirements for certification and inspection:

1. The manufacturing plant shall be certified for the specific products to be furnished under this agreement by the Arkansas Concrete Pipe Association (ARCPA) in accordance with the Reinforced Concrete Pipe (RCP) Plant Certification procedure or by the American Concrete Pipe Association’s (ACPA) “Quality Cast” Plant Certification Program.

2. All iron and steel materials 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 on 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

104

occur within the United States to be considered of domestic origin. This includes processes such as rolling, extruding, machining, bending, grinding, drilling, or 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. The manufacturer shall furnish a Certificate of Delivery for each Shipment, stating that the listed materials have been tested, inspected, approved and stamped in accordance with the Reinforced Concrete Pipe (RCP) Plant Certification procedure or the ACPA “Quality Cast” Plant Certification Program and that the products conform to AHTD Specifications. The information on the Certificate of Delivery shall include the state job number (or state purchase order number), consignee, destination, sizes, class, lengths, number of pieces, and plant of origin. The Certificate of Delivery may be the proper certifying statement on Company letterhead or on shipping papers.

07/2008 QPL 606.021Page 3

4. One copy of the Certificate of Delivery and shipping papers shall be furnished to the Resident Engineer at the time of delivery.

5. Product approval of precast concrete pipe and/or precast box culverts is determined by visual inspection and quality control tests conducted at the certified plant, or as allowed by the Plant Certification procedures. These tests may include, but are not limited to, three edge bearing tests, absorption, compressive strength tests, or other concrete quality control tests.

6. Precast reinforced box culverts are to be in accordance with Section 607 of the Standard Specifications, Design Drawings, and referenced AASHTO Specifications. Design of the precast box culverts may also be according to the current BOXCAR design program or other design programs approved by the Department. Alternate designs must meet the current Edition of AASHTO Standard Specifications for Highway Bridges, with interims and be certified and sealed by a Registered Professional Engineer. Wall thickness, haunch size, reinforcing steel area, and steel cover may be according to the approved design method; however, other criteria shall be according to AHTD and referenced specifications. The manufacturer shall submit the design and reinforcing steel configuration to the Engineer for review and comment.

7. Products in compliance with specifications shall be marked with a ARCPA Certified Seal (stamp) or an ACPA stamp prior to shipment. Each piece shall bear the stamp, a cast date, and the manufacturer's identification (name or logo). The manufacturer’s identification shall be sufficient to clearly indicate the plant of origin.

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8. Only products specifically manufactured by and shipped by a certified plant can be furnished to an AHTD project in accordance with this agreement. When products covered by this agreement are shipped to a certified intermediate party and then to a Contractor for a Department project, a copy of the certified manufacturer’s Certificate of Delivery shall be furnished to the Resident Engineer.

9. If the Department determines that products furnished under this agreement are not in compliance with AHTD and other referenced specifications, either by inspection upon delivery or by inspection at the plant, the specific, individual, non-compliant units may be rejected. The Arkansas Highway and Transportation Department reserves the right to conduct a plant inspection to determine a manufacturer's capability to produce a uniform product in compliance with referenced specifications or to determine the manufacturer’s compliance with the ARCPA Reinforced Concrete Pipe Plant Certification procedure or the ACPA Plant Certification Program.

07/2008 QPL 606.021 Page 4

Acceptance of pipe culvert or precast box culverts by this procedure is subject to withdrawal for failure to comply with the above requirements, regardless of whether the plant is still considered certified by the ARCPA or the ACPA. Upon de-certification by the ARCPA or the ACPA or the removal of the plant from the Department’s QPL, the manufacturer shall immediately discontinue shipping these products to AHTD projects under this agreement. Please acknowledge agreement to the above requirements by signing and returning a copy of the letter for our producer files.

We elect to use the Certification Acceptance Procedure. All products produced under this agreement and delivered to the Arkansas Highway and Transportation Department will conform to AHTD Specifications and other referenced specifications.

______________________________________ COMPANY

______________________________________ Printed/Typed Name

______________________________________ DATE ____________________________ Signature

ACPA

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Plant Specific Identifier, such as 014

ACPA

07/2008 QPL 606.022

MISCELLANEOUS PRECAST CONCRETE PRODUCTS CERTIFIED ACCEPTANCE PROCEDURE:

Eagle Vault Co. Ruston, LA.Hanson Pipe and Products, Inc. Como, MS. &

Grand Prairie, TX IMC-WIlbert Parsons, KS.

(Division of Suhor Industries)Peterson Concrete North Little Rock, AR.Peterson Concrete, Inc. Russellville, AR.Rose Concrete Products, Inc. Scott City, MO Scurlock Industries Fayetteville, AR.

Jonesboro, AR.Springfield, MO.

Vanguard Precast Corp. Topeka, KS./ Oldcastle Precast, Inc.

FINAL ACCEPTANCE PROCEDURE: Hanson Pipe and Products, Inc. Ft. Smith, Little Rock &

West Memphis, ARHattiesburg, Jackson, MS

Miscellaneous precast concrete products include precast concrete flared end sections, curtain walls, cattle passes, underdrain outlet protectors, drop inlets, junction boxes, and pull boxes.

METHODS OF DOCUMENTATION OF ACCEPTANCE: CERTIFIED ACCEPTANCE PROCEDURE: Accepted for use on Department projects based on a Certificate of Delivery furnished by the manufacturer to

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the Resident Engineer. Each piece shall bear a cast date and identification number. The Resident Engineer shall check the condition of the precast products delivered and also verify the products delivered.

FINAL ACCEPTANCE PROCEDURE: Accepted for use on Department projects based on an inspection by authorized AHTD personnel and a Certificate of Delivery furnished by the manufacturer to the Resident Engineer. Each piece shall bear a cast date and an identification number and shall be stamped by an AHTD inspector or represented by an approved test report from the Materials Division.PROCEDURE AGREEMENT: The above listed manufacturers have agreed to the requirements for certification and inspection according to one of the following two (2) procedures.

07/2008 QPL 606.022Page 2


CERTIFICATION ACCEPTANCE PROCEDUREFOR MISCELLANEOUS PRECAST CONCRETE PRODUCTS

The following outlines the procedure to provide quality control of miscellaneous precast concrete products to assure they meet Arkansas Highway and Transportation Department specifications. This procedure is applicable to precast concrete flared end sections, curtain walls, cattle passes, underdrain outlet protectors, drop inlets, junction boxes, and pull boxes.

CERTIFICATION ACCEPTANCE PROCEDUREQualification of precast 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, Design Drawings, and other referenced specifications. Items covered in this inspection will include materials storage, scales, batch plants, casting forms, testing facilities, and quality control.

The manufacturer shall have a Quality Control program whereby representative samples of raw materials (cement, aggregates, reinforcement) are tested and/or reviewed for conformity to specifications. In addition, quality control tests (slump, compressive strength, and gradations, as applicable) shall be conducted by the manufacturer during casting operations. Quality control tests shall be conducted in accordance with the AHTD Manual of Field Sampling and Testing Procedures. The frequency of quality control tests shall be one (1) set of tests per lot (20 units) or portion thereof for each type product. If the mix design for a product changes during the weekly time period or within a lot of 20 units, each mix shall require separate quality control tests. Records of materials used in the manufacture of precast units and quality control tests shall be maintained by the manufacturer. The State shall reserve the right to review records for compliance with AHTD and referenced specifications and to reject any non-conforming units. Miscellaneous precast items furnished in accordance with the Certification Acceptance Procedure shall not be shipped nor

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incorporated into the job until all testing has been completed. Copies of the manufacturer's record shall be provided to the Engineer upon request.

The state shall reserve the right to observe all manufacturing processes and conduct random quality assurance tests to determine compliance. If deemed necessary, drilled cores shall be taken at the direction of the Engineer to verify the compressive strength.

All precast units manufactured for use on AHTD projects under this procedure shall be legibly marked with the cast date and a distinct identification number.The manufacturer shall furnish a Certificate of Delivery for each shipment, stating that the listed products conform to AHTD Specifications and other referenced specifications. It shall also state that the products are being furnished in accordance with the Certification Acceptance Procedure. The information on the Certificate of Delivery shall include the state job number (or state purchase order number), consignee, destination, sizes, class, lengths, number of pieces, cast date, identification number, and plant of origin. One copy of the Certificate of Delivery and shipping papers shall be furnished to the Resident Engineer.

07/2008 QPL 606.022 Page 3

CERTIFICATION ACCEPTANCE PROCEDURE(continued) When miscellaneous precast concrete products are shipped to a third party and then supplied to a Contractor for a Department project, a copy of the manufacturer’s Certificate of Delivery shall be furnished to the Resident Engineer.

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.

Failure of the Manufacturer to comply with this procedure may be considered sufficient reason to terminate this agreement. In the event this agreement is terminated, approval of miscellaneous precast concrete products will be by Final Inspection Procedure.

We elect to use the Certification Acceptance Procedure. All products produced under this agreement and delivered to the Arkansas Highway and Transportation Department will conform to AHTD Specifications and other referenced specifications.


Signature :____________________________ Date: ___________________________



We elect not to use the Certification Acceptance Procedure109


Signature :____________________________ Date: ___________________________


Telephone No.: ________ Fax No.: ________ Email Address: ______________________

07/2008 QPL 606.022 Page 4


FINAL INSPECTION PROCEDUREFOR MISCELLANEOUS PRECAST CONCRETE PRODUCTS

The following outlines a procedure to provide quality assurance of miscellaneous precast concrete products to insure they meet Arkansas Highway and Transportation Department specifications. This procedure is applicable to precast concrete flared end sections, curtain walls, cattle passes, underdrain outlet protectors, drop inlets, junctions boxes, and pull boxes. This procedure shall be used by manufacturers who choose not to furnish these items in accordance with the Certification Acceptance Procedure or who are judged as unqualified to furnish precast products under the Certification Acceptance Procedure.

FINAL INSPECTION PROCEDURE Precast units shall be visually inspected and tested at the manufacturing plant, storage yard, or at the jobsite, as directed by the Engineer.

All precast units manufactured for use on AHTD projects under this procedure shall be legibly marked with the cast date and a distinct identification number.

Sampling and testing of raw materials (cement, aggregates, reinforcement, water) and quality control tests (slump, compressive strength) shall be conducted, as directed by the Engineer, in accordance with the AHTD Manual of Field Sampling and Testing Procedures. At the discretion of the Engineer, drilled cores shall be taken at a frequency of one core per 10 units per precast product per size or portion thereof. Cores shall be taken and tested at no cost to the Department. Testing of drilled cores shall be by an approved independent testing laboratory, by the manufacturer and witnessed by the Department, or by the Department, if deemed appropriate by the Engineer. The state shall reserve the right to observe all manufacturing processes.

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.

110

This includes processes such as rolling, extruding, machining, bending, grinding, drilling, and applying coatings. 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.

Miscellaneous precast items furnished in accordance with the Final Inspection Procedure shall not be shipped nor incorporated into the job until all testing and inspection has been completed. Units found to be in compliance with specifications will be stamped with an AHTD approval stamp or represented by an approved test report from the Materials Division.

07/2008 QPL 606.022Page 5

FINAL INSPECTION PROCEDURE (continued)

The manufacturer shall furnish a Certificate of Delivery for each shipment, stating that listed materials have been inspected and approved by an authorized AHTD inspector and that the products conform to AHTD Specifications. It shall also state that the products are being furnished in accordance with the Final Inspection Procedure. The information on the Certificate of Delivery shall include the state job number (or state purchase order number), consignee, destination, sizes, class, lengths, number of pieces, cast date, identification number, and plant of origin. One copy of the Certificate of Delivery and shipping papers shall be furnished to the Resident Engineer. When miscellaneous precast concrete products are shipped to a third party and then supplied to a Contractor for a Department project, a copy of the manufacturer’s Certificate of Delivery shall be furnished to the Resident Engineer.

We elect to use the Final Inspection Procedure


Signature :____________________________ Date: ___________________________


Telephone No.: ________ Fax No.: ________ Email Address: ______________________

We elect not to use the Final Inspection Procedure


Signature :____________________________ Date: ___________________________



111

07/2008 QPL 606.023

BITUMEN/BUTYL RUBBER GASKET

PRODUCT MANUFACTURER

Bidco C-56 Bidco Sealants, Inc. St. Joe Drive & Lewis St. P.O. Box M Flat River, MO 63601

Conseal CS-102 Concrete Sealants, Inc.Conseal CS-102B P.O. Box 176 Conseal CS-202 New Carlisle, OH 45344

Evergrip 990 Martin Asphalt Co. (Only Lots dated on or (formerly Gulf States Asphalt Co. ) after 8/31/99) Three Riverway, Suite 400

Houston, TX 77056

BUTYL-NEK Henry Sealant Division RAM-NEK 1277 Boyles Street Houston, TX 77020


Procedure for Approval: Products meeting the requirements of AASHTO M 198 must be submitted to the Materials Division. Materials submitted for testing shall be accompanied by a MSDS, actual lot/batch certified analysis, and product literature. This product literature should include, as a minimum, such items as: installation procedures, weather restrictions to use, primer requirements, etc. After approval for inclusion in the Qualified Products List, samples will be taken at random from shipments.

Non-conformance of any material may be cause for the product to be removed from the Qualified Products List.

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707/2008 QPL 606.024

METAL PIPE CULVERT The following pipe fabricators currently have on file a letter of agreement with the Arkansas State Highway and Transportation Department to furnish fabricated pipe in accordance with applicable specifications.

Hanson Pipe and Products, Inc. Little Rock, AR (Office/Distribution) Como, MS (Plant)

W. Memphis, AR (Office/Distribution) Contech Const. Products Inc. Enid, OK

Greenville, MS (Plant)N. Little Rock, AR Office/Distribution)Shakopee, MN (Plant-FES)Sulfur Springs, TX (Plant)Taylor, TX (Plant)Topeka, KS (Plant)Walnut Ridge, AR (Plant)

Dub Ross Company Oklahoma City, OK (Plant-FES) J & J Drainage Products Co. Hutchinson, KS (Plant-FES) J & J Metal Products Co. Paola, KS (Plant-FES) Thompson Culvert Company Sikeston, MO (Plant) Wilson Culverts, Inc. Elkhart, Texas (Plant) The following steel sheet manufacturers are qualified to furnish sheet metal to the various pipe fabricators in the fabrication of metal culvert pipe to be used on AHTD projects. Qualified Brand Designations are also listed: Zinc Coated (Galvanized) Culverts and Underdrains (AASHTO M36, M218) Manufacturer Brand AK Steel AK Steel Bethlehem Steel Corp. Bethlehem Weirton Steel Corp. Weirkote Steel Dynamics, Inc. SDI Steel Dynamics United States Steel Corp. U.S.S. WCI Steel, Inc. WCI Steel, Inc. Wheeling-Pittsburgh Wheeling-Pittsburgh Worthington Steel WS Worthington Steel

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707/2008 QPL 606.024 Page 2

Precoated Galvanized Culverts and Underdrains (AASHTO M245, M246) Inland Steel Company Inland Blac-Klad Wheeling-Pittsburgh Steel Co. Plasticote (Trenchcoat) WCI Steel, Inc. WCI Steel, Inc. (Trenchcoat)

Aluminum-Coated (Type 2) Culverts and Underdrains (AASHTO M36, M218, M274) AK Steel AK Steel Aluminized T 2 Wheeling-Pittsburgh Wheeling-Pittsburgh Aluminized T 2

Bituminous Coated Corrugated Metal Culvert Pipe (AASHTO M36, M218, M190) See Zinc Coated (Galvanized) Prequalification of sheet manufacturers is based on a Certificate of Analysis and Guarantee approved by the Materials Division. METHOD OF DOCUMENTATION OF ACCEPTANCE: A Certificate of Compliance shall be furnished by the pipe fabricator for each shipment. Information on the certificate shall include the state job number (or state purchase order number), consignee, size and length of pipe, sheet manufacturer or brand, and heat numbers from which the pipe was fabricated and a signed statement of certification in accord with procedure agreement, and manufacturing plant and location. In addition, the Resident Engineer shall check the pipe delivered for workmanship, condition of pipe and thickness of coating on bituminous coated culvert pipe. Coupons for shipments of bituminous coated culvert pipe are not required.

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07/2008 QPL 606.024 Page 3

Procedure Agreement for the Acceptance of Metal Pipe Culvert

Metal pipe culvert, flared end sections (FES), and safety end sections (SES) will be accepted by the Arkansas Highway and Transportation Department based on the fabricator's certification that the product meets all the requirements of the applicable Department specifications under the following the conditions:

1. 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. A Certificate of Compliance shall be furnished by the pipe fabricator for each shipment. The Certificate of Compliance furnished shall be as specified in AASHTO M 36, Section 14 or AASHTO M 245, Section 14, stating that representative samples of the listed materials have been tested and that the test results conform to the applicable requirements. Information on the certificate shall also include the state job number (or state purchase order number), consignee, size and length of pipe, sheet manufacturer or brand, type of metallic coating, heat numbers from which the pipe was fabricated, and manufacturing plant and location. Certificates of Compliance may be in the form of the proper certified statement on a cover letter or shipping papers.

3. One copy of the Certificate of Compliance shall be furnished to the Resident Engineer.

4. Test results shall be maintained by the sheet manufacturer and be made available as provided in Section 9 of AASHTO M 218, Section 8 of AASHTO M 246 or Section 9 of AASHTO M 274, or Section 11 of AASHTO M 289.

The pipe manufacturer shall maintain copies of the certified mill test reports for sheet metal used on pipe furnished to AHTD projects. These shall

117

be reviewed for conformance with the referenced specifications, including an acceptable statement of domestic origin.

07/2008 QPL 606.024 Page 4

5. For sheet metal products, misbranding or other misrepresentation, and non-uniformity of product, will each be considered a sufficient reason to discontinue the acceptance of any brand; notice sent to the sheet manufacturer will be considered to be notice to all culvert companies which handle that particular brand.

6. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples shall be taken in accordance with AASHTO M 36, Section 12 or AASHTO M 245, Section 12, on a random basis at each fabricating plant or at the job site. Samples so taken shall be submitted to the Materials Division. 7. Failure of a pipe fabricator to comply with certification procedures will be considered sufficient reason to discontinue the acceptance of fabricated pipe from his plant.

Acceptance of pipe culvert by this method is subject to withdrawal for failure to comply with the above requirements. Please acknowledge agreement to the above requirements by signing and returning a copy of this letter for our producer files. Company Name /Plant Location :____________________________________________

Signature :____________________________ Date: ___________________________



118

07/2008 QPL 606.025

POLYETHYLENE PIPE (AASHTO M 294, Type S)

ADS/Hancor or ADS/Hancor(formerlyAdvanced (formerlyAdvanced

Drainage Systems, Inc.) Drainage Systems, Inc.)210 Metro park Blvd. 205 Apache DriveEnnis, TX. 75119 Jackson, MS. 39272800-733-6591 888-371-0678

ADS/Hancor or ADS/Hancor(formerly Hancor, Inc. ) (formerly Hancor, Inc. )P.O. Box 1047 P.O. Box 27112370 Jackson, Tr 172 801 Hickey StreetFindlay, OH. 45835 Yoakum, TX. 77555

Quality Culvert, Inc. Springfield Plastics P.O. Box 435 7300 W. State Route 10425726 County Road 561 Auburn, IL 62615Astatula, FL. 34705-0435 800-252-3361352-343-8488

METHOD OF DOCUMENTATION OF ACCEPTANCE: By manufacturer’s Certificate of Delivery in accordance with the Certification Agreement. All pipe shall be clearly marked at intervals of no more than 3.5 m (11.5 ft.) with the manufacturer’s name or trademark, pipe nominal size, AASHTO M 294, manufacturing plant’s designation code, and date of manufacture or an approved code. Fittings shall be marked with the AASHTO M 294 and the manufacturer’s identification symbol.

METHOD OF APPROVAL FOR MANUFACTURERS TO BE ADDED TO THE QUALIFIED PRODUCTS LIST (QPL): Listed manufacturers must agree to the requirements for certification as listed in the following pages. Failure to follow the Certification Agreement and/or failing test results of random samples will be cause for removing a manufacturer from this QPL.

119

07/2008 QPL 606.025 Page 2


Polyethylene Pipe (Type S) will be accepted by the Arkansas Highway and Transportation Department based on the following requirements for certification and inspection.

1. Polyethylene corrugated pipe shall meet the current AASHTO M 294.

2. Manufacturers must be approved by the Arkansas Highway and Transportation Department (AHTD) prior to manufacturing any culvert pipe for an AHTD project.

3. The pipe manufacturer shall perform Quality Control Inspection and Acceptance Testing in accordance with AASHTO M 294. The plant must have an AHTD approved quality control plan. The quality control plan shall address, as a minimum, the following items:

o The plant must have a in-house laboratory or have written approval to utilize an outside laboratory. The outside laboratory is subject to review and approval by the Department.

o The procedure utilized to insure the raw materials meet material requirements shall be specified

o The procedure and tests performed to insure the manufactured pipe meet material requirements shall be specified

o Quality Control inspection records shall be maintained by the manufacturer for a minimum period of two years. These records shall be furnished upon request by the Engineer.

4. The pipe manufacturer shall furnish a Certificate of Delivery for each shipment, stating that the listed materials have been tested, inspected and that the products conform to AASHTO M 294 and AHTD Specifications. The information on the Certificate of Delivery shall also include the state job number (or state purchase order number), consignee, destination, sizes, lengths, number of pieces, and plant of origin. The Certificate of Delivery may be a separate certifying statement on Company letterhead or be contained on shipping papers.

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07/2008 QPL 606.025Page 3

[One copy of the Certificate of Delivery and shipping papers shall be furnished to the Resident Engineer at the time of shipment. When pipe is shipped to a third party and then supplied to a Contractor for a Department project, a copy of the manufacturer’s Certificate of Delivery shall be furnished to the Resident Engineer.]

5. When deemed necessary by the Materials Engineer, and at a frequency determined by Materials Engineer, random samples may be tested for quality.

The Arkansas Highway and Transportation Department reserves the right to visit a plant to determine a manufacturer’s capability to produce a uniform product in compliance with referenced specifications and to review the plants quality control program.

Acceptance of pipe culvert by this method is subject to withdrawal for failure to comply with the above requirements.

121

07/2008 QPL 609.02122

MANHOLE STEPS

Product ManufacturerALU-POLY MSU #360 ** East Jordan FoundryVS-1 (Cast Iron) 301 Springs Street East Jordan, MI 49727

ICM 93409(Polypropylene Plastic) 250 mm(10") I.C.M., Inc.S-700 (Polypropylene Plastic) 250 mm(10") P.O. Box 5798 S-700 (Polypropylene Plastic) 300 mm (12") Jacksonville, AR. 72076

ML-10 ** American Step Company, Inc.ML-11 ** 830 East BroadwayML-13 ** P.O. Box 137

Griffin, Georgia 30224-0137

PS1-PF (Plastic) 250 mm(10") ** M. A. Industries, Inc.PS1-PF (Plastic) 300 mm (12") ** Kelly & Dividend Drive P. O. Box 1922 Peachtree City, GA. 30269

STEP NO. 93810(Plastic) 250 mm(10") ** Bowco Industries, Inc.STEP NO. 93812R(Plastic) 300 mm(12")** 5506 SE International Way

Portland, OR. 97222

** Cast in place or drive into preformed or drilled hole.Cast in place only.

Method of Documentation of Acceptance: By brand and manufacturer. Installation shall be according to manufacturer's recommended procedures.

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07/2008 QPL 609.02Page 2

The following procedure is to be used in acquiring approval of Manhole Steps for inclusion on the Qualified Products List: Detailed design drawings, material specifications, test data, product literature and installation procedures must be submitted for approval. Cast Iron steps must meet the requirements of ASTM A 48, Class 30A. 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.


124

07/2008 QPL 610.02

MISCELLANEOUS IRON PRODUCTS

Rings and Covers Product Supplier#1606Z & #2750A, H.D. Ring & Cover East Jordan Iron Works#2750Z & #2750A, H.D. Ring & Cover

#2018-A Ring & Cover Deeter Foundry * Approved for Jobs containing Std. Drawings FPC-9, FPC-9E, FPC-9M, or FPC-9S with 11-16-01 change. May be used with other jobs with Change Order.

Grates and Frames Product SupplierR-4843 – H.D., Grate(3’x2’) Neenah FoundryR5900 C/R-5901 C,Yard Drain Frame & Grate Neenah FoundryR-4808 A, Pedestrian Frame & Grate Neenah FoundryR-4999 L9, Vane Frame & Grate Neenah Foundry

#1976,Yard Drain Frame & Grate Deeter Foundry#2245, H.D. Frame & Grate, Type E D.I. Deeter Foundry#2440L-B, H.D. Vane Grate Deeter Foundry

V-5760, H.D. Frame & Grate East Jordan Iron WorksV-4868 & V-4868-2, H.D. Frame & Grate** East Jordan Iron Works (**6” Deep Frame, If Specified Must Be Reversible)V1610-3 & V3610-3, Yard Drain Frame & Grate East Jordan Iron Works#5424 M & 5424 Z, H.D. Pedestrian Frame & Grate East Jordan Iron Works#6970 M, 6970 Z1 & 6970 Z2 , H.D. Vane Frame & Grate East Jordan Iron Works

Automatic Floodgates Product SupplierNone Approved


125

07/2008 QPL 610.02

Page 2

MISCELLANEOUS IRON PRODUCTS

The following procedure is to be used in acquiring approval of miscellaneous iron products for inclusion on the Qualified Products List:

1. This QPL section covers iron castings for rings and covers, grates and frames and other appurtenances, and automatic flood gates when called for on the plans.

2. The product shall be marked; minimum markings shall be name of manufacturer and the model identification. The manufacturer will supply product information and certify that the product meets applicable material specifications.

3. All iron and steel material used on Department projects must be in compliance with “Buy America” requirements and 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 tin the United States. Each supplier/fabricator of an intermediate product will also certify that the product complies with “Buy America” requirements.

4. Iron castings for rings and covers, grates and frames, and other appurtenances shall comply with AASHTO M 105, Class 35B and AASHTO M 306. Bearing surfaces between rings and covers or grates and frames shall be cast or machined with such precision that uniform bearing shall be provided throughout the perimeter area of contact. Iron castings for rings and covers or frames and grates shall not be painted.

5. Automatic floodgates shall be of standard design and shall be made of cast iron complying with AASHTO M 105 for Gray Iron Castings. The gates shall be carefully machined, water-tight and entirely automatic in their operation. They shall be sensitive to a difference in water level and must be hinged so as to seat accurately.

126

07/2008 QPL 611.02

CORRUGATED POLYETHYLENE TUBING and

ACRYLONITRATE BUTADIENE STYRENE (ABS) PIPEFOR UNDERDRAINS

CORRUGATED POLYETHYLENE TUBING Manufacturers Product

ADS/Hancor, Inc. A/H (Green Stripe)(Plants – Ennis, Tx.;Jackson, Ms.; A/H (Blue Stripe)

Livermore,Ky.; Vicksburg, Ms.) ADS Arkansas Highway Grade4640 Truman Blvd. Hancor Arkansas Highway GradeHillard, OH. 43026-2438614-658-0050(formerly Hancor, Inc. / formerlyAdvanced

Drainage Systems, Inc.)

Plastic Tubing Industries of Texas, Inc. PTI Polyethylene UnderdrainRt. 1, Box 456-AWaller, Texas 77484888-784-7473

Prinsco, Inc. Prinsco Polyethylene UnderdrainP.O. Box 265West Highway 7Prinsburg, Minnesota 56281

Springfield Plastics Arkansas Highway GradeR.R. 1, Box 171Auburn, IL 62615800-451-8453

ACRYLONITRATE BUTADIENE STYRENE (ABS) PIPE None Approved.


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07/2008 QPL 611.02Page 2

The following procedure is to be used in acquiring approval of Corrugated Polyethylene Tubing and Acrylonitrate Butadiene Styrene (ABS) Pipe for Underdrain to be placed on the Qualified Products List:

1. Corrugated polyethylene tubing shall be the heavy duty type and shall comply with AASHTO M 252. The tubing shall have a minimum pipe stiffness of 46 psi (3.23 kg/cm2) at 5% deflection and shall be capable of 60 percent vertical deflection in parallel plate loading without splitting or cracking when tested in accordance with ASTM D 2412. Corrugated polyethylene tubing shall have AASHTO M 252, Class 2 perforations. Fittings shall be of the same composition and have the same physical properties as the pipe and shall not restrict flow.

2. Acrylonitrile butadiene styrene (ABS) pipe shall be extruded from virgin ABS complying with AASHTO M 264. Fittings shall be of the same composition and have the same physical properties as the pipe and shall not restrict flow.Perforations shall be approximately circular and cleanly cut; shall have nominal diameters not less than 3/16" (5 mm) nor more than 3/8" (10 mm); and shall be arranged in at least two rows parallel to the axis of the pipe.

3. 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 compliance to material specifications.

4. Sample(s) shall be submitted to the Materials Division for further testing and evaluation.

5. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples from each manufacturer shall be taken and tested.

6. Material failure may be considered sufficient reason to discontinue acceptance of material from the manufacturer, determination of which shall be by the Materials Engineer.

128

07/2008 QPL 617.021

GUARDRAIL MANUFACTURERS/SUPPLIERS(AASHTO M180)

Central Fabricators, Inc Gregory Highway Products, Inc. P.O. Box 930 4100 13th Street, S. W. Kosciusko, Mississippi 39090 P.O Box 80508 (601) 289-1980 Canton, Ohio

(330) 477-4800

Trinity Industries, Inc. Trinity Industries, Inc. Route 1 Hawkins Drive 1170 North State Elizabethtown, Kentucky 42701 Girard, Ohio 44420 (270) 769-2420 (330) 545-4373

Trinity Industries, Inc. Trinity Industries, Inc. 2525 Stemmons Freeway 425 East O'Conner Avenue P.O. Box 10587 P.O. Box 1645 Dallas, Texas 72505 Lima, OH 45801 (214) 631-4420 (419) 227-1296

The following guardrail suppliers are approved to furnish guardrail from any of the above qualified manufacturers:

Arrow Fence Company P.O. Box 448 Heber Springs, Arkansas 72543 (501) 362-5511

James H. Drew Corporation Southern Guard Rail Co. Inc.* P.O. Box 598 1447 N. McNeil Street Sedalia, Missouri 65032-0598 Memphis, Tennessee 38108 (660) 826-2335 (901) 278-9858

Time Striping, Inc. Tri-state Guard Rail & Sign Co.* P.O. Box 1236 1798 Wells Station Road Van Buren, Arkansas Memphis, Tennessee 38108 (479) 474-0452 (901) 681-9016

*These mfrs/suppliers have stock supplies of pre-tested and approved ASTM A325 High Strength Fasteners (No sample required).

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07/2008 QPL 617.021 Page 2

Prequalification of guardrail manufacturers is based on a Brand Registration and Guarantee approved by the Materials Division.

Method of Documentation of Acceptance: A Certificate of Compliance shall be furnished by the guardrail manufacturer/supplier for each shipment. Information on the certificate shall include the state job number or purchase order number, consignee, destination, number of items and/or length, name or brand of manufacturer, and a signed statement of certification in accord with the procedure agreement. In addition, the project engineer shall check the guardrail delivered for workmanship and condition of guardrail and accessories.

Procedure Agreement: The listed guardrail manufacturers/suppliers have agreed to the requirements for certification acceptance as follows:

1. The Certificate of Compliance furnished shall be certified to the specifications, AASHTO M 180 and other Arkansas State Highway and Transportation Department plans and specifications that are applicable, stating that representative samples of the listed materials have been tested and that the test results conform to the applicable requirements. Certificate of Compliance may be in the form of a certifying statement on a cover letter or shipping paper. Information on the certificate shall be as outlined above. 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. One copy of the Certificate of Compliance shall be furnished to the Resident Engineer and the Materials Division.

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07/2008 QPL 617.021 Page 3

3. The manufacturer or fabricator shall make such tests and measurements as necessary to insure that the material produced complies with all specification requirements. These tests and measurements shall be so identified by the identification symbols or code used on the beam that the manufacturer can produce specific reports showing these test results. Copies of reports of these tests shall be kept on file and shall be submitted to the Engineer upon request.

4. If there is evidence of misbranding as determined by random sampling and/or detection of inadequate tensile strength, yield strength, elongation, improper coating, deficient thickness or improper fabrication, the material will be rejected and approval for further use withdrawn unless subsequently retested and reapproved. Samples of any material offered for use may be taken at any time deemed desirable by the Engineer.

5. Records of the company's stock materials certification and test reports on items other than rail elements must be made available for periodic review by the Materials Division in order for the acceptance method to be approved for a manufacturer/supplier.

Acceptance of guardrail and accessories is subject to withdrawal for failure to comply with the above requirements.

Guardrail/Guardrail accessories furnished by other than approved suppliers shall be accepted after the submittal and approval of certified mill test reports. ASTM A 307 Fasteners (Bolts, Nuts, and Washers) will be accepted based upon manufacturer's certification. High Strength (A 325) Fasteners shall be sampled at a frequency of one per size and manufacturer and submitted to Materials Division for testing along with complete manufacturer certified mill test reports.

131

07/2007 QPL 617.022132

REPAIR OF DAMAGED GALVANIZED COATINGS

Repair Using Zinc-Based Solder*

Product ManufacturerGalva-Guard Teck Cominco Ltd.

2380 Speakman DriveSheridan Research ParkMississauga, Ontario, Canada

L5K 1B4(905) 822-2022

Gal-Viz J.W. Harris Company, Inc.4501 Quality PlaceMason, Ohio 45040

*.125 m (5 mil) thickness required.

Repair Using Zinc-Rich Paints(0.125 m (5 mil) dry film thickness required. Multiple-spray passes may be needed to achieve proper coating.)

Product ManufacturerGalvilite Galvanizing Compound, Aerosol ZRC WorldwideGalvilite Galvanizing Compound, Liquid 145 Enterprise DriveZRC Cold Galvanizing Compound, Aerosol Marshfield, MA. 02050-2132ZRC Cold Galvanizing Compound, Liquid (781) 319-0400

Welco Super Cold-Galv, Aerosol J.W. Harris Company, Inc.4501 Quality PlaceMason, Ohio 45040

ZEP Cold GalvanizeCoating #0190 Zep Manufacturing Company4401 Northside ParkwayAtlanta, Georgia 30327(877)428-9937

Repair Using Sprayed Zinc (Metallizing)

Product Manufacturer

None Approved

07/2008 QPL 617.022

133


The following procedure is to be used in acquiring approval of products for inclusion on the Qualified Products List:

1. Samples of the material shall be supplied for testing to the Materials Division.

2. Material shall be accompanied by product information, application instructions, and Material Safety Data Sheets.


4. Lack of compliance with certification procedure or material failure may be considered sufficient reason to discontinue acceptance of material from the manufacturer, determination of which shall be by the Materials Engineer.

07/2008 QPL 617.032

PLASTIC GUARDRAIL BLOCKOUTS134

PRODUCT MANUFACTURER ANRO ANRO Timber Products, Inc.Recycled Plastic Blockout 7887 Ashwood Drive, SE

Ada, Michigan 49301

Eco-Block Eco-Composites, LLC17169 Hayes RoadGrand Haven, Michigan 49417

King Block Trinity Industries, Inc.Modified King Block 2525 Stemmons Freeway

Dallas, Texas 75207800-527-6050

Mondo Polymer Offset Block Mondo Polymer Technologies, Inc.MondoBlock II P.O. Box 250

Reno, Ohio 45773

Re-Block Bryson Products, Inc.224 Nazareth Pike, Suite 22Bethlehem, Pennsylvania 18020

Method of Documentation of Acceptance: By Brand and manufacturer.

Procedure for Approval: Plastic guardrail blockouts shall meet the dimensional requirements of Arkansas State Highway and Transportation Department Standard Drawing GR-8 and meet the criteria of NCHRP-350 test, Level 3. Samples of plastic guardrail blockouts submitted for approval shall be accompanied by a detailed drawing of the blockout and product literature to include confirmation that the criteria of NCHRP-350 test, Level 3, are met.

After approval for inclusion in the Qualified Products List, samples may be taken at random from shipments for testing. Non-conformance of any material will cause the product to be removed from the Qualified Products List.

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07/2008 QPL 618.02

GUARDCABLE

Zinc Coated Bekaert Corporation

136

1881 Bekaert DriveVan Buren, Arkansas 72956-6801800-241-4126

National Strand Products, Inc.12611 Cain CircleHouston, Texas 77015800-455-2475

Aluminum-Zinc Alloy CoatedNone Approved

Method of Documentation of Acceptance: By shipping document identifying strand size, grade, type coating, coating class, ASTM specification, and quantity and 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 Guardcable 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 of Siemens-Martin or High Strength grade with a Class A coating conforming to the requirements of ASTM A 475 or to be a aluminum-zinc alloy coated seven strand steel wire of Siemens-Martin or High Strength grade conforming to the requirements of ASTM A 474.

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 618.02Page 2

2. Two samples 2 meters (6 ft.) shall be submitted to the Materials Division for further testing and evaluation.

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07/2008 QPL 619.02

METALLIC FENCE MATERIALS

TYPE A, B, AND CHAIN LINK SuppliersAmerican Highway Fence, Inc.P.O. Box 717Mt. Sterling, KY 40353

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1-800-237-9428

Fence Brokers, Inc. Interstate Fence Supply, Inc.25700 Interstate 30 P.O. Box 702Bryant, AR 72022 Mt. Sterling, KY 40353(501)847-8811 (859) 498-3757

Jamieson Manufacturing Co. Master-HalcoP.O. Box 763760 11125 Interstate 30Dallas, Texas 75376-3760 Little Rock, AR 72209(214)337-2061 (501)455-1220

Miller Hardware Nevada County SupplyNo. 2 Necessity 211 E. FirstHarrison, AR 72601 Prescott, AR 71857(870)741-3493 (501) 887-2628

United Fence and Construction Co.3023 E. Washington Ave.North Little Rock, AR 72114(501)945-1000

High Tensile Steel Woven Wire Fencing may be used on jobs containing Supplemental Specification SS-619-1(5-23-02) and on 2003 Standard Specifications jobs.

High Tensile Steel Woven Wire FencingBekaert Corporation(Manufacturer)1881 Bekaert DriveVan Buren, Arkansas 72956(Wire Rolls Will Be Identified as High Tensile)

Method of Documentation of Acceptance: By manufacturer/supplier. Destination sampling of material is required if fencing is from a supplier not listed on this QPL.

To gain acceptance as an approved supplier, a signed letter of agreement to the certification procedure must be on file with Materials Division.077/2008 QPL 619.02 Page 2

AASHTO M 181 Grade 2 Alternate Posts And Rails

PRODUCT / MANUFACTURER

Allied SS-40 Century CMT-40 Allied Tube & Conduit Corp. Century Tube16100 S. Lathrop P.O. Box 7612Harvey, IL 60426 Pine Bluff, AR 71611

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(708)339-1610 (501)535-6200 or 1-800-882-5543 1-800-643-1523

SP-40 Tuf-40 Northwest Pipe Company American Tube & Pipe Co., Inc.P.O. Box 5217 P.O. Box 6633Bossier City, LA 71171 2525 N. 27th Avenue(318)742-0021 Phoenix, Az. 85005

(602)272-66061-800-877-8823

WT-40 Wheatland Tube CompanyOne Council AvenueWheatland, Pennsylvania 16161(724)342-6851

Method of Documentation of Acceptance: No destination sampling will be required on products from the above list.

The following procedure must be followed in acquiring approval of Grade 2 alternate fence posts for inclusion in this QPL.

1. The manufacturer/supplier will provide the Materials Division with two copies of a notarized test report from a recognized laboratory covering the fenceposts. Proposed alternates to Grade 2 should indicate how the posts do not meet AASHTO M 181 and why the posts should be considered as an alternateto a Grade 2 post.

2. Sample(s) of the post(s) shall be submitted to the Materials Division for evaluation.

3. 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, 707/2008 QPL 619.02 Page 3

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

140

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.

707/2008 QPL 619.02

Page 4

AGREEMENT FOR THE ACCEPTANCE OF METALLIC FENCING BASED ON CERTIFIED MATERIAL

Metallic fencing will be accepted by the Arkansas State Highway and Transportation Department based on the supplier's certification that the material meets all requirements of applicable Department specifications under the following conditions:

141

1. 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. Grade 2 alternate posts and rail shall be certified as to manufacturer and brand. All other materials shall be certified to be in compliance with the appropriate AHTD specification.

3. When deemed necessary by the Materials Engineer and at a frequency determined by the same, samples of destination material from each Supplier shall be tested on a random basis.

4. Lack of compliance with this certification procedure or material failure may be considered sufficient reason to discontinue acceptance of material from the Supplier, determination of which shall be by the Materials Engineer.


Signature :____________________________ Date: ___________________________



07/2008 QPL 620.02

NON-ASPHALT TACKIFIERS

Product Supplier

Ecotak OP Eastern Products, Inc.Ecotak OP 5 One Copperfield Way44.8 kg of Ecotak OP/OP 5, 280.2 kg of paper Mahwah, New Jersey fiber and green dye per 7483 liters 07430-3200 of water per hectare (201)684-0463

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(40 lb of Ecotak OP/OP 5, 250 lb. of paper fiber and green dye per 800 gallons of water per acre)

Hydro-Stik A500 Finn Corporation44.8 kg of Hydro-Stik, 280.2 kg of paper 9281 LeSaint Dr. fiber and green dye per 7483 liters of water Fairfield, Ohio 45014per hectare (800)543-7166 (40 lb of Hydro-Stik, 250 lb. of paper fiber and green dye per 800 gallons of water per acre) TacPac GT Central Fiber Corp.44.8 kg of TacPac GT, 280.2 kg of paper fiber 4814 Fiber Lane and green dye per 7483 liters of water Wellsville, KS 66092 per hectare (800)-654-6117 (40 lb of TacPac GT, 250 lb. of paper fiber and green dye per 800 gallons of water per acre)

Method of Documentation of Acceptance: By manufacturer and brand.

The following procedure is to be used in acquiring approval of non-asphalt tackifiers for inclusion on the Qualified Products List:

1. The manufacturer will supply a sample along with recommended application rates to the Materials Division for further testing and evaluation. 2. The manufacturer will supply information concerning the chemical and physical composition of the tackifier and any restrictions to the storage, handling or use of the tackifier.

3. Final approval will be based upon field performance of the tackifier.

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07/2008 QPL 625.02GEOTEXTILE FABRICSubsurface Drainage

AHTD Type 1 Shall comply with the requirements for Subsurface Drainage, Class 2 (AASHTO M 288). This geotextile is used by placing against a soil to allow for long-term passage of water into a subsurface drain system retaining the in-situ soil.Product Permittivity (sec-1) AOS

Manufacturer150EX 1.1 0.18 mm (80 Sieve) Linq Indust. Fabrics160N 1.4 0.212 mm (70 Sieve)Mirafi180N 1.2 0.18 mm (80 Sieve) MirafiC60NW 1.3 0.18 mm (70 Sieve) Contech Const. Prod.

144

EC8 1.5 0.15 mm (100 Sieve) SRW Products*Filterweave 400 0.95 0.425 mm (40 Sieve) Mirafi*Filterweave 404 0.90 0.425 mm (40 Sieve) MirafiFilterweave 700 0.28 0.212 mm (70 Sieve) MirafiFX-60HS 1.3 0.212 mm (70 Sieve)Carthage MillsGeotex 601 1.3 0.212 mm (70 Sieve) Propex Inc.**Geotex 104F 0.28 0.212 mm (70 Sieve) Propex Inc.* Geotex 2 X 2 F 0.7 0.4 mm (45 Sieve) Propex Inc.Geotex 601 1.5 0.212 mm (70 Sieve) Propex Inc.Geotex 801 1.5 0.15 mm (100 Sieve) Propex Inc.GT160 1.6 0.21 mm (70 Sieve) SKAPS IndustriesMX225 1.3 0.212 mm (70 Sieve) Maccaferri, Inc.NW6 1.5 0.18 mm (80 Sieve) SRW Products**TerraTex EP 0.28 0.212 mm (70 Sieve) Webtec, Inc.TerraTex NO6 1.5 0.212 mm (70 Sieve) Webtec, Inc.TNS R060 1.6 0.15 mm (100 Sieve) TNS Advanced Tech.Typar 3501G 0.5 0.212 mm (70 Sieve) FiberwebUS 160NW 1.3 0.18 mm (80 Sieve) U.S. Fabrics*approved when< 15% of the in-situ soil tested by AASHTO T88 passes 0.075 mm**approved when >/= 15% of the in-situ soil tested by AASHTO T88 passes 0.075 mm

AHTD Type 2 Shall comply with the requirements for Subsurface Drainage, Class 3 (AASHTO M 288). This geotextile is used by placing against a soil to allow for long-term passage of water into a subsurface drain system retaining the in-situ soil.Product Permittivity (sec-1) AOS

Manufacturer140EX 1.1 0.21 mm (70 Sieve) Linq Indust. Fabrics140N 1.8 0.212 mm (70 Sieve) Mirafi150N 1.5 0.212 mm (70 Sieve)Mifafi160N 1.4 0.212 mm (70 Sieve) Mirafi180N 1.2 0.18 mm (80 Sieve) MirafiC40NW 1.9 0.212 mm (70 Sieve) Contech Const. Prod.EC8 1.5 0.15 mm (100 Sieve) SRW Products*Filterweave 400 0.95 0.425 mm (40 Sieve) MirafiFilterweave 700 0.28 0.212 mm (70 Sieve) MirafiFX-40HS 2.0 0.212 mm (70 Sieve)

Carthage MillsFX-45HS 1.5 0.212 mm (70 Sieve)

Carthage Mills

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07/2008 QPL 625.02 Page 2

AHTD Type 2 (continued)Geotex 401 2.0 0.212 mm (70 Sieve) Propex Inc.GT142 1.8 0.21 mm (70 Sieve) SKAPS IndustriesGeotex 451 2.3 0.212 mm (70 Sieve) Propex Inc.Geotex 501 2.2 0.212 mm (70 Sieve) Propex Inc.Geotex 801 1.5 0.15 mm (100 Sieve)Propex Inc.*GTF 400EO 1.3 0.425 mm (40 Sieve) Linq Indust. FabricsMX155 1.5 0.212 mm (70 Sieve) Maccaferri, Inc.NW6 1.5 0.18 mm (80 Sieve) SRW ProductsTerraTex NO4.5 1.8 0.212 mm (70 Sieve)Webtec, Inc.TerraTex NO5 1.7 0.212 mm (70 Sieve)Webtec, Inc.TNS R042 1.8 0.212 mm (70 Sieve)TNS Advanced Tech.Typar 3401G 0.7 0.212 mm (70 Sieve)

FiberwebUS 120NW 2.15 0.16 mm (100 Sieve) U.S. Fabrics*approved when< 15% of the in-situ soil tested by AASHTO T88 passes 0.075 mm

Sediment ControlAHTD Type 3 Shall comply with the requirements for Temporary Silt Fence, Supported Silt Fence (AASHTO M 288). This geotextile is used as a vertical, permeable interceptor designed to remove suspended soil from overland water flow and shall be supported between posts with wire or polymeric mesh.Product Permittivity (sec-1) AOS Manufacturer1211 0.17 0.300 mm (50 Sieve) DDD Erosion Control, Inc.CSF 330 0.23 0.480 mm (40 Sieve) Cady Industries, Inc.Geotex 351 2.1 0.212 mm (70 Sieve) Propex Inc.GTF 190 0.15 0.6 mm (30 Sieve) Linq Indust. FabricsGTF 200S 0.08 0.300 mm (50 Sieve) Linq Indust. FabricsInterWrap 1211 0.17 0.300 mm (50 Sieve) InterWrap Corp.Mirafi 140NL 2.0 0.25 mm (60 Sieve) MirafiMirafi FF101 2.90 0.60 mm (30 Sieve) MirafiMirafi Filterweave 2.14 0.425 mm (40 Sieve) Mirafi (FW) 402MISF 1776 0.02 0.35 mm (50 Sieve) Mutual IndustriesNW4 2.0 0.212 mm (70 Sieve) SRW ProductsTerraTex NO4 2.1 0.212 mm (70 Sieve)Webtec, Inc.

146

US 180 0.27 0.33 mm (50 Sieve) U.S. Fabrics

AHTD Type 4 Shall comply with the requirements for Temporary Silt Fence, Unsupported Silt Fence (Self-Supporting) (AASHTO M 288). This geotextile is used as a vertical, permeable interceptor designed to remove suspended soil from overland water flow.Product Permittivity (sec-1) AOS

Manufacturer1211 0.17 0.300 mm (50 Sieve) DDD Erosion Control, Inc.CSF 330 0.23 0.480 mm (40 Sieve)Cady Industries, Inc.Geotex 501 1.4 0.212 mm (70 Sieve)Propex Inc.GTF 190 1.5 0.6 mm (30 Sieve) Linq Indust. FabricsGTF 200S 0.07 0.300 mm (50 Sieve)Linq Indust. FabricsGeotex 2130 0.05 0.6 mm (30 Sieve) Propex Inc.07/2008 QPL 625.02

Page 3AHTD Type 4 (continued)MISF 1776 0.02 0.35 mm (50 Sieve) Mutual IndustriesStyle 940 0.20 0.60 mm (30 Sieve) Belton Industries, Inc.TerraTex SC 0.05 0.600 mm (30 Sieve)Webtec, Inc.US 180 0.27 0.33 mm (50 Sieve) U.S. Fabrics

Erosion ControlAHTD Type 5 Shall comply with the requirements for Permanent Erosion Control, Class1 (AASHTO M 288). This geotextile is used between energy absorbing armor systems and in the in-situ soil to prevent soil loss resulting in excessive scour and to prevent hydraulic uplift pressures causing instability of the permanent erosion control system.Product Permittivity (sec-1) AOS

Manufacturer180EX 1.0 0.19 mm (80 Sieve)Linq Indust. FabricsC80NW 1.2 0.18 mm (80 Sieve Contech Const. Prod.*Filterweave 404 0.90 0.425 mm (40 Sieve) MirafiFX-80HS 1.5 0.18 mm (80 Sieve)Carthage MillsGeotex 801 1.5 0.18 mm (80 Sieve)Propex Inc.* Geotex 2 X 2 F 0.7 0.425 mm (40 Sieve) Propex Inc.Geotex 801 1.5 0.15 mm (100 Sieve) Propex Inc. GT180 1.4 0.18 mm (80 Sieve)SKAPS IndustriesMirafi 1100NPA 1.1 0.15 mm (100 Sieve) Ten Cate Geosynthetics MX275 1.5 0.18 mm (80 Sieve) Maccaferri, Inc.TerraTex NO8 1.5 0.15 mm (100 Sieve) Webtec, Inc.

147

**Typar 3631G 0.2 0.08 mm (140 Sieve) Fiberweb

US 205NW 1.2 0.18 mm (80 Sieve) U.S. Fabrics*approved when <15% of the in-situ soil tested by AASHTO T88 passes 0.075 mm **approved when =/> 15% of the in-situ soil tested by AASHTO T88 passes 0.075 mm ***approved when <50% of the in-situ soil tested by AASHTO T88 passes 0.075 mm

AHTD Type 6 Shall comply with the requirements for Permanent Erosion Control, Class 2 (AASHTO M 288). This geotextile is used between energy absorbing armor systems and in the in-situ soil to prevent soil loss resulting in excessive scour and to prevent hydraulic uplift pressures causing instability of the permanent erosion control system.Product Permittivity (sec-1) AOS

Manufacturer160N 1.4 0.212 mm (70 Sieve)Mirafi180N 1.2 0.18 mm (80 Sieve) MirafiC80NW 1.2 0.18 mm (80 Sieve) Contech Const. Prod.EC8 1.5 0.15 mm (100 Sieve) SRW Products*Filterweave 400 0.95 0.425 mm (40 Sieve)Mirafi*Filterweave 404 0.90 0.425 mm (40 Sieve)Mirafi**Filterweave 700 0.28 0.212 mm (70 Sieve)MirafiFX-60HS 1.3 0.212 mm (70 Sieve)Carthage MillsGT160 1.6 0.21 mm (70 Sieve) SKAPS Industries**GTF 400 E 0.57 0.17 mm (100 Sieve)Linq Indust. Fabrics**Geotex 104F 0.28 0.212 mm (70 Sieve) Propex Inc.

07/2008 QPL 625.02 Page 4

AHTD Type 6 (continued)Geotex 601 1.5 0.212 mm (70 Sieve)Propex Inc.Geotex 701 1.5 0.212 mm (70 Sieve)Propex Inc.Geotex 801 1.5 0.15 mm (100 Sieve)Propex Inc.MX225 1.3 0.212 mm (70 Sieve) Maccaferri, Inc.NW6 1.5 0.18 mm (80 Sieve) SRW Products**TerraTex EP 0.28 0.212 mm (70 Sieve)Webtec, Inc.TerraTex NO6 1.5 0.212 mm (70 Sieve)Webtec, Inc.TerraTex NO7 1.5 0.212 mm (70 Sieve)Webtec, Inc.US 160NW 1.3 0.18 mm (80 Sieve) U.S. Fabrics*approved when <15% of the in-situ soil tested by AASHTO T88 passes 0.075 mm **approved when =/> 15% of the in-situ soil tested by AASHTO T88 passes 0.075 mm

Paving

148

AHTD Type 7 Shall comply with the requirements for Paving (AASHTO M 288). This geotextile is used as a paving fabric, saturated with asphalt cement, between pavement layers.Product Asphalt Retention Melting Point

Manufacturer140EX 0.905 L/m2 (0.2 gal/yd2) 150° C (302° F) Linq Indust. FabricsAOM 1.13 l/m2 (0.25 gal/yd2) 150° C (302° F) Linq Indust. FabricsC46NW 0.905 L/m2 (0.2 gal/yd2) 150° C (300° F) Contech Const. Prod.FX-42OL 0.90 L/m2 (0.2 gal/yd2) 150° C (300° F)

Carthage Mills GC140 0.90 L/m2 (0.2 gal/yd2) 150° C (300° F) SKAPS IndustriesMirapave 500 1.13 l/m2 (0.25 gal/yd2) 163° C (325° F) MirafiPetromat 4598 0.90 l/m2 (0.2 gal/yd2) 165° C (329° F) Propex Inc.TerraTex OLI 0.905 l/m2 (0.2 gal/yd2) 166° C (330° F) Webtec, Inc.

SeparationAHTD Type 8 Shall comply with the requirements for Separation, Class 2 (AASHTO M288). This geotextile is used to prevent mixing of a subgrade soil and an aggregate cover material (subbase, base, select material, etc.). May also be used beneath pavements where separation of two dissimilar materials is required but water seepage through the geotextile is not a critical function.Product Permittivity (sec-1) AOS

Manufacturer150EX 1.1 0.18 mm (80 Sieve) Linq Indust. Fabrics160N 1.4 0.212 mm (70 Sieve)Mirafi 180N 1.2 0.18 mm (80 Sieve) Mirafi550X 0.05 0.425 mm (40 Sieve)) Mirafi600X 0.05 0.425 mm (40 Sieve) MirafiC250 0.05 0.425 mm (40 Sieve) Contech Const. Prod.C300 0.02 0.212 mm (100 Sieve)Contech Const. Prod.C60NW 1.72 0.14 mm (120 Sieve)Contech Const. Prod.EC8 1.5 0.15 mm (100 Sieve) SRW ProductsFX-60HS 1.3 0.212 mm (70 Sieve)Carthage MillsFX-66 0.06 0.212 mm (70 Sieve)

Carthage MillsGeotex 250ST 0.22 0.38 mm (50 Sieve) Propex Inc.GT160 1.6 0.21 mm (70 Sieve) SKAPS IndustriesGTF 250 0.05 0.425 mm (40 Sieve)Linq Indust. Fabrics 07/2008 QPL 625.02

Page 5AHTD Type 8 (continued)GTF 300 0.02 0.425 mm (40 Sieve)Linq Indust. Fabrics

149

Geotex 250ST 0.05 0.425 mm (40 Sieve) Propex Inc.Geotex 315ST 0.05 0.425 mm (40 Sieve)Propex Inc.Geotex 601 1.5 0.212 mm (70 Sieve)Propex Inc.Geotex 801 1.5 0.15 mm (100 Sieve)Propex Inc.MX225 1.3 0.212 mm (70 Sieve) Maccaferri, Inc.NW6 1.5 0.18 mm (80 Sieve) SRW ProductsStyle 977 0.16 0.30mm (50 Sieve) Belton Industries, Inc.TerraTex GS-250 0.05 0.425 mm (40 Sieve)Webtec, Inc.TerraTex HD 0.05 0.425 mm (40 Sieve)Webtec, Inc.TerraTex NO6 1.5 0.212 mm (70 Sieve)Webtec, Inc.TNS R060 1.6 0.15 mm (100 Sieve) TNS Advanced Tech.Typar 3501G 0.77 0.16 mm (100 Sieve) FiberwebUS 160NW 2.34 0.2 mm (70 Sieve) U.S. FabricsUS 315 0.18 0.38 mm (50 Sieve) U.S. Fabrics

AHTD Type 9 Shall comply with the requirements for Separation, Class 3 (AASHTO M288). This geotextile is used to prevent mixing of a subgrade soil and an aggregate cover material (subbase, base, select material, etc.). May also be used beneath pavements where separation of two dissimilar materials is required but water seepage through the geotextile is not a critical function.Product Permittivity (sec-1) AOS

Manufacturer140EX 1.1 0.21 mm (70 Sieve) Linq Indust. Fabrics140N 1.8 0.212 mm (70 Sieve) Mirafi150N 1.5 0.212 mm (70 Sieve)Mirafi160N 1.4 0.212 mm (70 Sieve) Mirafi180N 1.2 0.18 mm (80 Sieve) Mirafi500X 0.05 0.3mm (50 Sieve) Mirafi600X 0.05 0.425 mm (40 Sieve) MirafiC200 0.05 0.3 mm (50 Sieve) Contech Const. Prod.C40NW 1.9 0.212 mm (70 Sieve) Contech Const. Prod.EC8 1.5 0.15 mm (100 Sieve) SRW ProductsFX-40HS 2.0 0.212 mm (70 Sieve)

Carthage MillsFX-55 0.07 0.425 mm (40 Sieve)

Carthage MillsGeotex 401 2.0 0.212 mm (70 Sieve) Propex Inc.Geotex 200ST 0.05 0.300mm (50 Sieve) Propex Inc.Geotex 451 1.8 0.212 mm (70 Sieve) Propex Inc.Geotex 501 1.7 0.212 mm (70 Sieve) Propex Inc.Geotex 801 1.5 0.15 mm (100 Sieve)Propex Inc.GT142 1.8 0.21 mm (70 Sieve) SKAPS Industries

150

GTF200S 0.08 0.425 mm (40 Sieve)Linq Indust. FabricsMX155 1.5 0.212 mm (70 Sieve) Maccaferri, Inc.NW6 1.5 0.18 mm (80 Sieve) SRW ProductsStyle 1980 0.10 0.355mm (45 Sieve)Belton Industries, Inc.TerraTex GS 0.05 0.425 mm (40 Sieve)Webtec, Inc.TerraTex NO4.5 1.8 0.212 mm (70 Sieve)Webtec, Inc.07/2008 QPL 625.02

Page 6

AHTD Type 9 (continued)TerraTex NO5 1.7 0.212 mm (70 Sieve)Webtec, Inc.Typar 3401G 0.70 0.212 mm (70 Sieve)

FiberwebUS 120NW 1.50 0.212 mm (70 Sieve) U.S. Fabrics

StabilizationAHTD Type 10 Shall comply with the requirements for Stabilization, Class 1 (AASHTO M 288). This geotextile is used in wet, saturated conditions to provide the coincident functions of separation and filtration. In some installations, the geotextile can also provide the function of reinforcement.Product Permittivity (sec-1) AOS

Manufacturer180EX 1.0 0.18 mm (80 Sieve)Linq Indust. FabricsC300 0.02 0.212 mm (70 Sieve) Contech Const. Prod.C80NW 1.20 0.18 mm (80 Sieve)Contech Const. Prod.FX-66 0.06 0.212 mm (70 Sieve)

Carthage MillsFX-80HS 1.5 0.18 mm (80 Sieve)Carthage MillsGeotex 315ST 0.7 0.2 mm (80 Sieve) Propex Inc.Geotex 801 1.5 0.19 mm (80 Sieve)Propex Inc.GT180 1.4 0.18 mm (80 Sieve)SKAPS IndustriesGTF 300 0.02 0.425 mm (40 Sieve) Linq Indust. Fabrics600X 0.05 0.425 mm (40 Sieve) Ten Cate

Geosynthetics Mirafi 1100NPA 1.1 0.15 mm (100 Sieve) Ten Cate Geosynthetics MX275 1.5 0.18 mm (80 Sieve) Maccaferri, Inc.ProPex Style 2006 0.05 0.425 mm (40 Sieve) Propex Inc.Geotex 801 1.5 0.15 mm (100 Sieve) Propex Inc.TerraTex HD 0.05 0.425 mm (40 Sieve) Webtec, Inc.TerraTex NO8 1.5 0.212mm (70 Sieve) Webtec, Inc.Typar 3631G 0.2 0.08 mm (140 Sieve)

FiberwebUS 205NW 1.2 0.18 mm (80 Sieve) U.S. Fabrics

151

Method of Documentation for 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. Geotextile Fabrics shall comply with the requirements of AASHTO M 288. The Fabrics must be evaluated by the National Transportation Product Evaluation Program (NTPEP) as a Geotextile Fabric. Manufacturers of Geotextile Fabrics must supply results of NTPEP testing before a product will be considered for inclusion in this QPL. The manufacturer shall designate the type of application for each tested fabric. All reports shall include the manufacturer’s name, address, and product name of the Geotextile Fabrics.

07/2008 QPL 625.02Page 7

2. The manufacturer shall designate the type application for each fabric, submit samples and product information. (To include recommended installation procedures if more stringent than as specified in M 288).

3. If the Geotextile Fabrics meet the designated type requirements, 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.




COMPANY CITY, STATE PHONEBelton Industries, Inc. Atlanta, GA 800-225-4099Cady Industries, Inc. Pearson, GA 800-243-2451Carthage Mills Cincinnati, OH 800-543-4430Contech Little Rock, AR 501-758-1985DDD Erosion Control, Inc. Ashburn, GA. 229-567-0751Fiberweb Old Hickory, TN 615-847-7000InterWrap Corp. Sylvester, GA. 229-777-0062Linq Industrial Fabrics Summerville, SC 800-543-9966

152

Maccaferri, Inc. Lewisville, TX 972-436-2974Mirafi Pendergrass, GA 888-795-0808Mutual Industries, Inc. Philadelphia, PA 800-523-0888Propex Inc. Austell, GA 800-445-7732Propex Inc. Chattanooga, TN 800-621-0444SKAPS Industries Pendergrass, GA 706-693-3440SRW Products Princeton, MN 763-389-2722Ten Cate GeosyntheticsPendergrass, GA 888-795-0808TNS Advanced Tech. Spartanburg, SC 800-867-5181U.S. Fabrics, Inc. Cincinnati, OH 513-271-6000Webtec, Inc. Charlotte, NC 800-438-00271

153

07/2008 QPL 626.02

EROSION CONTROL MATTING

Product ManufacturersClass 1 Matting

Biomac S1 Maccaferri, Inc.Carthage Vegetation Net Carthage Mills

EcoCoir-4000 Eastern Products, Inc.EcoCoir-9000 Eastern Products, Inc.Excel SR-1 Western Excelsior Corp. Excel SR-1 All Natural Western Excelsior Corp. Excel SS-2 Western Excelsior Corp. Excel SS-2 All Natural Western Excelsior Corp.

Flexterra-Flexible Growth Medium PROFILE Products LLCLandlok S1 Propex Inc.Landlok S2 Propex Inc. North American Green S75 North American GreenNorth American Green S150 North American Green North American Green SC150 North American GreenRobex Shield RS-1 Robex, LLCRobex Shield RS-2 Robex, LLCTerrajute Webtec, Inc.WinterStraw SNG Winters Excelsior Company, Inc.

WS05 Greenfix America

Class 2 Matting Anti-Wash/Geojute Belton Industries, Inc.

Biomac S2 Maccaferri, Inc.Biomac S2-B Maccaferri, Inc.Biomac SC Maccaferri, Inc.Biomac SC-B Maccaferri, Inc. Biomac C Maccaferri, Inc.Biomac C-B Maccaferri, Inc.

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CF072RR Greenfix AmericaCF072B Greenfix AmericaCFS072B Greenfix AmericaCFS072R Greenfix America C-Jute Contech Construction ProductsContech Excelsior Std Grade Contech Construction Products

Contech Excelsior Std Plus Contech Construction Products Contech Excelsior Super Plus Contech Construction Products

Curlex I American Excelsior Company

DeKoWe 700 Belton Industries, Inc.DeKoWe 900 Belton Industries, Inc.DuraGuard C1 Erosion Control Systems, Inc.Earth Lock Erosion Control Systems, Inc.

07/2008 QPL 626.02

Page 2

Class 2 Matting(continued)EcoCoir-7000 Eastern Products, Inc.Everhold XL1 Erosion Control Systems, Inc.Everhold XL2 Erosion Control Systems, Inc.Excel CC-4 Western Excelsior Corp.Excel CC-4 All Natural Western Excelsior Corp.Excel R-1 Western Excelsior Corp.Excel R-1 All Natural Western Excelsior Corp.Excel S-2 Western Excelsior Corp.Excel S-2 All Natural Western Excelsior Corp.

Excel SD-3 Western Excelsior Corp.Hivelocity Curlex American Excelsior CompanyLandlok 407 Propex Inc.Landlok CS2 Propex Inc.Landlok SuperGro Propex Inc.North American Green C125 North American GreenNorth American Green C350 North American GreenNorth American Green SC150 North American GreenNorth American Green SC250 North American GreenTRM C-35 Contech Const. Prod.Winters Choice Winters Excelsior Company, Inc. WintersCoir Winters Excelsior Company, Inc. WinterStraw HVG Winters Excelsior Company, Inc.WS052 Greenfix America

WS072 Greenfix AmericaWS072B Greenfix America

Class 3 MattingExcel PP5-10 Western Excelsior Corp.Excel PP5-12 Western Excelsior Corp.Greenstreak Pec-Mat Greenstreak, Inc.

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Landlok 450 Propex Inc., Inc.Miramat TM8 MirafiNorth American Green P300 North American GreenNorth American Green SC250 North American GreenNorth American Green C350 North American GreenRecyclex – TRM American Excelsior CompanyTRM C-45 Contech Const. Prod.


07/2008 QPL 626.02

Page 3


1. The erosion control matting is matting of a natural or synthetic woven material or a natural or synthetic nonwoven material. The materials shall be held together either with netting, fused together, and/or adhesively bonded together to form a mat.

2. The following are requirements for erosion control matting: (a) Class 1 Matting. Class 1 matting acts to promote seed germination and control erosion on slopes of 3:1 or flatter under all soil conditions. In general, this class of matting includes natural, synthetic, or synthetic and natural matting; wood fiber mulches (applied at a minimum of 3.4 mton/hectare, 1.5 tons/acre, with a tackifier); and heavily applied straw mulch (minimum of 9 mton/hectare, 4 tons/acre, with a tackifier). The biodegradable life (include UV stable) of the matting shall be a minimum of 6 months.

(b) Class 2 Matting. Class 2 matting acts to control erosion as a liner for channels and ditches and on slopes of 2:1 or flatter under all soil conditions. In general, this class of matting includes woven matting made of natural, synthetic, or synthetic and natural materials. The biodegradable life (include UV stable) of the matting shall be a minimum of 12 months.

(c) Class 3 Matting. Class 3 matting acts to control erosion as a liner for channels and ditches. This class is for use in areas of high susceptibility to erosion. Class 3 matting shall have a biodegradable (include UV stable) life of 5 years and the matting shall be able to withstand minimum limiting shear stresses of .096 kN/m2 (2.0 lbs/ft2) over bare soil for 50 hours.

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07/2008 QPL 626.02

Page 4


COMPANY CITY, STATE PHONEAmerican Excelsior Company Arlington, TX 800-777-7645Belton Atlanta, GA 800-225-4099Propex Inc. Genesee, ID 800-882-9489Carthage Mills Cincinnati, OH 800-543-4430Contech Little Rock, AR 501-758-1985Eastern Products, Inc. Mahwah, NJ 201-684-0463Erosion Control Systems, Inc. Northport, AL 800-942-1986Greenfix America Brawley, CA 888-473-3639

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Greenstreak, Inc. St. Louis, MO 800-325-9504Maccaferri, Inc. Lewisville, TX 972-436-2974Mirafi Norcross, GA 800-234-0484North American Green Evansville, IN 800-772-2040PROFILE Products LLC Buffalo Grove, IL 847-215-1144Propex Fabrics, Inc. Austell, GA. 800-445-7732Propex Inc. Chattanooga, TN 800-621-0444Robex, LLC Springfield, TN. 615-382-3300Veryol Alabama Inc. Pell City, AL 205-338-4411Western Excelsior Corp. Mancos, CO 970-533-7412Winters Excelsior Company, Inc. Birmingham, Alabama 205-908-7170

07/2008 QPL 634.03

SILICONE JOINT SEALER-FOR USE IN VERTICAL CURB & GUTTER JOINTS

PRODUCT/PRIMER COLOR MANUFACTURER

790 Silicone Building Sealant Black Dow-Corning Corp.795 Silicone Building Sealant Black 4291 Communications Dr.888 Highway Joint Sealant Gray Norcross, GA. 30093 (404)923-3818

Omniseal 50 Black DeGussa Building Systems

Aluminum Gray 889 Valley Park DriveShakopee, MN. 55379

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952-496-6000

Pecora 864 Silicone Black/Gray Pecora Corp.Pecora 895 Silicone Gray 165 Wambold Road

Harleysville, PA. 194381-800-523-6680

Silpruf SCS 2003 Black General Electric Co.Silglaze II SCS 2803 Black Silicone Product Div.

Waterford, N.Y. 12188 (518)237-3330

NOTE: It is important that these sealers be applied in accordance with the manufacturer's recommendations.


The following procedure must be followed in acquiring approval of materials to be added to the Qualified Products List.

Sample(s) of the material along with product information shall be submitted to the Materials Division for evaluation.

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07/2008 QPL 637.02

MAILBOX SUPPORTS

PRODUCT (BRAND) MANUFACTURER

Model #037 Mailbox Support Friend Innovations216 North Second AvenueVirginia, Minnesota 55792218-741-7777

NEX Model FHWA A-S S-Square Tube ProductsModel FHWA A-D 5495 E. 69th Avenue

Commerce City, CO 80022-1952888-267-6463

POZ-LOC Northwest Pipe Company(UPS Model-Universal Post Support)P.O. Box 2002

160

Houston, TX 77252-2002

V-Loc Model 20-S Tapco ProductsModel 20-D 800 Wall Street

Elm Grove, WI 53122800-236-0112


07/2008 QPL 637.02Page 2

Procedure for Approval: Single and double mailbox support systems shall meet the requirements of Arkansas State Highway and Transportation Department Standard Drawing MB-1 and meet the criteria of NCHRP Report 350, Test Level 3.

Samples of mailbox support systems submitted for approval shall be accompanied by a detailed drawing of the support system, product literature, and a copy of the FHWA approval letter confirming that the criteria of NCHRP Report 350, Test Level 3, are met.

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

161

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.

After approval for inclusion in the Qualified Products List, samples may be taken at random from shipments for testing. Non-conformance of any material will cause the product to be removed from the Qualified Products List.

07/2008 QPL 638.02

ALUMINUM EPOXY PAINT

Product Manufacturers

Amerlock 400AL Ameron 201 N. Berry St. Brea, CA 92622 (714)529-1951

Bar-Rust 239 Aluminum Epoxy Devoe Coatings Company 13531 South Choctaw Baton Rouge, LA 70815 (504)272-2470

Carbomastic 90 Aluminum Carboline 350 Hanley Industrial Ct.

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St.Louis, MO. 63144-1599 (314)644-1000

Epoxy Mastic Aluminum II Sherwin Williams Company417 Byrd StreetLittle Rock, Arkansas 72202(501) 375-7371

Interseal 670 HS International Paint, Inc.6001 Antoine DriveHouston, Texas 77901

Valspar 75A1, Alumpoxy The Valspar Corporation 2503 West 11th St. Houston, TX 77008 (713)861-6192

1-800-333-7157



1. The manufacturer will provide Materials Division with a manufacturer's certification stating compliance with the specification. 2. The manufacturer shall provide a sample, product information, and Material Safety Data Sheets. 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.

07/2008 QPL 638.02

Page 2

4. Multiple material failures will be considered sufficient reason to reconsider acceptance of material from a manufacturer. The Materials Engineer will determine if the failures warrant discontinuing acceptance.

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07/2008 QPL 641.02

Cast-in-Place Tactile Panels(ADA Detectable Warning)

PRODUCT (BRAND) MANUFACTURERADATile ADA SolutionsCast-in-Place Paver Units P.O. Box 31.67” & 2.35” Dome Spacing North Billerica, Massachusetts 01862(Yellow only) 800-372-0519

ADATile Cast-in-Place Paver (Replaceable)Units1.67” & 2.35” Dome Spacing (Yellow only)

Armor-Tile Tactile Systems Engineered Plastics Inc.Cast-in-Place Tiles 300 International Drive, Ste.

100(Yellow only) Williamsville, NY 14221

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800-682-2525

Method of Documentation of Acceptance: By brand and manufacturer. Resident Engineer should verify the panels used meet the dimensional requirements of the plans.

Procedure for Approval: Cast-in-place tactile panels shall meet the requirements of Subsection 641.02 of the Department’s Standard Specifications for HIGHWAY CONSTRUCTION, Edition 2003 and Standard Drawing WR-1 and WR-2. Note: The panels shall also be subject to review by the Department’s Roadway Design Division.

Samples of cast-in-place tactile panels submitted for approval shall be accompanied by product literature and installation instructions.

After approval for inclusion in the Qualified Products List, samples may be taken at random from shipments for testing. 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 this shall be by the Materials Engineer.

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07/2008 QPL 645.02

RETAINING WALLSand

MODULAR BLOCK WALLS

Retaining Walls(Precast Panels)ARES Retaining Wall Tensar Earth Technologies, Inc.

5775-B Glenridge Drive, Suite 450Atlanta, Georgia 30328

Hilfiker Walls Hilfiker Retaining Wall Systems, Inc.1902 Hilfiker LaneEureka, California 95503-5711

MSE Plus Wire Wall SSLSSL MSE Plus 4740 Suite E, Scotts Valley Dr.

Scotts Valley, California 95066

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Reinforced Earth The Reinforced Earth Company1331 Airport Freeway, Suite 302Euless, Texas 76040-4150

Retained Earth The Reinforced Earth Company1331 Airport Freeway, Suite 302Euless, Texas 76040-4150

Tricon 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 390DIAMOND 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 302Houston, Texas 77042

07/2008 QPL 645.02

Page 2

Keystone Standard Keystone Retaining Wall System (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)

KEY SYSTEM I Keystone Retaining Wall Systems, Inc.(Max. Height = 25Ft.) 13453 County Road 1

Fairhope, Alabama 36532

Landmark Anchor Wall Systems(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)

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MESA MESA Retaining Wall System(Max. Height = 25 Ft.) Tensar Earth Technologies, Inc.

5775-B Glenridge Dr., Suite 450Atlanta, Georgia 30328

PYRAMID The Reinforced Earth Company(Max. Height = 25 Ft.) 1331 Airport Freeway, Suite 302

Euless, Texas 76040-4150

ROCKWOOD CLASSIC Rockwood Retaining WallsROCKWOOD 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

VERSA-LOK VERSA-LOK Retaining Wall Systems(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 55345-5996VERTICA 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.)

Method of Documentation of Acceptance: By brand and manufacturer. Prior to fabrication or construction of the retaining wall (precast panels) or the modular block wall, the Contractor shall submit copies of design calculations, working drawings, and material and construction specifications to the Engineer for review. The retaining wall drawings shall include details that provide for flexibility, differential settlement, and aesthetics at changes in direction of the wall alignment.

168

Method of Approval for Materials to be added to this Qualified Products List: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.

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http://www.cerf.org/hitec/eval/ongoing/ers.HTM

07/2008 QPL 704.02

PREFORMED DETECTOR LOOPS


Model HDR DE-TECH Mfg.(#16 wire) P.O. Box 890

Silverton, Oregon 97381

Model F-38 Never Fail Loop Systems(#20 wire) 7911 NE 33 rd Drive, Unit 160

Portland, Oregon 97211


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

170

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.

171

07/2008 QPL 704.03

TRAFFIC LOOP WIRE SEALANTS

I. Portland Cement Concrete PavementBondo 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 553791-800-243-6739

NR-201 UREXPAN Pecora Corporation165 Wambold RoadHarleysville, PA. 193438

Product 5000 (Black) 3M 3M Safety and Security Systems Div.3M CenterSt. Paul, Minnesota 55144-1000

Q-Seal 290S CHEMQUE, Inc.266 Humberline DriveRexdale, Ontario, Canada M9W5X1

Sika Dur CJR Sika Corp.

172

P.O. Box 297Lyndhurst, NJ 07071

890-SL Dow Corning Corp. 888 Midland, Michigan 48686

II. Asphalt Concrete Pavement 890-SL Dow Corning Corp. Midland, Michigan 48686

Duraflex-Alt-655 Allstates Coating, Inc.P.O. Box 1633Gladwater, TX. 75647

Product 5000 (Black) 3M

3M Safety and Security Systems Div.3M CenterSt. Paul, Minnesota 55144-1000

07/2008 QPL 704.03 Page 2

PR-26-HALS Triram Corp.P.O. Box 642721 Waverly Framingham, MA 01704

Road Saver 211 Crafco, Inc. (Hot Pour) 6975 W. Crafco Way

Chandler, AZ 85226

Q-Seal 290S CHEMQUE, Inc.266 Humberline DriveRexdale, Ontario, Canada M9W5X1

Sika Dur CJR Sika Corp.P.O. Box 297Lyndhurst, NJ 07071

Method of Documentation of Acceptance: By brand and manufacturer. 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

173

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 CABLEC.G. (PR/AWG)

Part # 6175 Quabbin Wire & Cable Co., Inc.(6 PR / 20 AWG) Ware, Massachusetts

1-800-368-3311

Part # 9886 Belden Wire & Cable Co., Inc(6 PR / 20 AWG) Richmond, Indiana

1-800-235-3361


The following procedure must be followed in acquiring approval of materials to be added to the above Qualified Products List:

1. The cable shall be suitable for installation in aerial and / or duct locations consisting of multiple, individually shielded pairs of stranded copper conductors. The number of pairs of stranded copper conductors shall be specified in the job specifications.

2. Conductors shall be stranded copper wire of the gauge (AWG) specified, individually twisted and shielded pairs with drain wire and constructed to minimize coupling and crosstalk. Insulation between conductors shall be polyethylene and rated at 300 VAC or greater. Conductor resistance at 68C shall not exceed values listed in the job specifications. The resistance unbalance between the two conductors of a pair shall not exceed 4%.

174

The cable pairs shall be shielded with a corrosion / oxidation resistant aluminum or tape shield, coated on both sides with a blue tinted ethylene copolymer, shall overlap and have a minimum thickness of 0.32 mm(0.008 in.). The outer jacket shall consist of black (sunlight resistant) polyethylene.

3. The manufacturer shall submit samples and product information.



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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 RoadMemphis, 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 B12FA(box)) Synertech Moulded ProductsS1118 HBBOA29(lid) 2006A Lee Street Longview, Texas 75604

1118..3PYBOUOOO Carson Industries LLC17511 Valentine CourtBristol, Indiana 46507

Type 2 (11“ x 21”, Minimum) (279 mm x 533mm)

GCP 38C-12 Goddard Concrete Products, Inc.5270 Hungerford RoadMemphis, Tennessee 38118

PHC 1324 SO (lid) ♦ Highline Products176

PHB 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 37771Quazite PC1324CA00BOA(lid) Quazite PC1324CA00HJA(lid) ♦Quazite PC1324BB12(box)

07/2008 QPL 711.02Page 2

Type 2 HD (11“ x 21”, Minimum) (279 mm x 533mm)

PCC1324CA5A04(lid) NewBasisPCB132412A04 (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 37771Quazite PG1324HA00BOA(lid) Quazite PG1324HA00HJA(lid) ♦Quazite PG1324BA12 (box) S1324 B12FA(box) Synertech Moulded ProductsS1324 HBBOA29(lid) 2006A Lee Street Longview, Texas 75604

1324P1BOUOO1 Carson Industries LLC17511 Valentine CourtBristol, Indiana 46507

Type 3 (15 ¼“ x 28” , Minimum) (380 mm x 710mm)

Quazite PC1730CA00BOA(lid) Hubbell Lenoir City, Inc.Quazite PC1730CA00HJA(lid) ♦ (formerly Strongwell)Quazite PC1730BA12(box) 3621 Industrial Park Drive

Lenoir City, Tennessee 37771Quazite PC1730CA00BOA(lid) Quazite PC1730CA00HJA(lid) ♦Quazite PC1730BB12(box)

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Quazite PG1730HA00BOA(lid)Quazite PG1730HA00HJA(lid) ♦Quazite PG1730BB12(box)

Type 3 HD (15 ¼“ x 28”, Minimum) (380 mm x 710mm)

Quazite PG1730HA000BO(lid) Hubbell Lenoir City, Inc.Quazite PG1730HA00HJA(lid)♦ (formerly Strongwell)Quazite PG1730BA12 (box) 3621 Industrial Park Drive Lenoir City, Tennessee 37771

07/2008 QPL 711.02Page 3

Type 3 HD (continued)S1730 B12FA(box) Synertech Moulded ProductsS1730 HBBOA29(lid) 2006A Lee Street Longview, Texas 75604

1730P1BOUOO1 Carson Industries LLC17511 Valentine CourtBristol, Indiana 46507

Note: HD boxes will also comply with non-HD specifications (e.g. a Type 1 HD box will

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.

”HJA” on Quazite lid identifiers denotes “AHTD” and “ELECTRIC” placed on the outside of the pull box lid as required by Concrete Pull Box Supplemental Specification SS-711-1. (”HJ” will appear on shipping papers.)

Model identities may be on the inside or outside of the pull box and on the 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.

178

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 711.02Page 4

The following procedure is to be used in acquiring approval of concrete pull boxes for inclusion on the Qualified Products List:

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 fieldperformance is unacceptable.

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07/2008 QPL 713.02

SPAN WIRE-TRAFFIC SIGNAL

Zinc Coated Bekaert Corporation1881 Bekaert DriveVan Buren, Arkansas 72956-6801800-241-4126

National Strand Products, Inc.12611 Cain CircleHouston, Texas 77015800-455-2475

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

180

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



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07/2008 QPL 718.02

GLASS BEADSfor

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 SWARCOType 2 – Ultralux Glass Beads WEISSKER MANUFACTURING, LPAR L511 1007(Add’l production POTTERS INDUSTRIES, INC.

information will follow this identifier)** Wet Paint Film – 20 mils, Bead Rate – Not Less than 10 lbs per gallon

AASHTO M 247 Type 1, Moisture Resistant(MR)Mfr. Identifier Mfr.M247 Type 1 MR FLEX-O-LITEAASHTO Type 1 Star Brite FLEX-O-LITEM247-02 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 CoatingMfr. Identifier Mfr.AASHTO Type 1 Star Brite FLEX-O-LITEM247-02 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.

182

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 718.02Page 2

Manufacturers:FLEX-O-LITE, Inc. POTTERS INDUSTRIES, INC.125 Cassens Court P.O. BOX 840Fenton, MO. 63026 VALLEY FORGE, PA. 19482-0840(800) 325-9525 (800) 552-3237

SWARCO WEISSKER MANUFACTURING, LPP.O. BOX 1558 P.O. BOX 105MEXIA, 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.

183

07/2008 QPL 718.021

PAVEMENT MARKING PAINT

Solventborne Paint (1996 & 2003 Std. Specs.)

Acrylic Copolymer Manufacturer980491 UXO4WOO1(White)980492 UXO4YOO1(Yellow)

Ennis Paint, Inc.1509 S. KaufmanEnnis, Texas 75119

Chlorinated Polyolefin

Chlorinated Rubber

Waterborne Paint Containing Methanol (1996 Std. Specs.)TM2260(White)TM2261(Yellow)

Sherwin Williams CompanyHighway Products2325 Hollins Ferry RoadBaltimore, Maryland 21230

Methanol Free (1996 Std Specs SS 718-1 & 2003 Std. Specs.) 980401 ARW-25-M-1(White)980402 ARY-25-M-1(Yellow)980411 WXO4WOO4(White)980412 WXO4LOO4(Yellow)

Ennis Paint, Inc.1509 S. KaufmanEnnis, Texas 75119

TM2318(White)TM2319(Yellow)

Sherwin Williams CompanyHighway Products2325 Hollins Ferry RoadBaltimore, Maryland 21230

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07/2008 QPL 718.021Page 2

Method of Documentation of Acceptance: By brand and manufacturer’s certification and from a list of certified lots for use on Department projects (available to the Resident Engineer on the Materials Division’s LAN site).

1. The manufacturer shall furnish to the Resident Engineer and the Materials Division 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. 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.

Method of Approval for Materials to be added to this Qualified Products List: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

185

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 SPECIFICATIONS01-WHX-BADA (White Hydrocarbon-Granular Form) Crown Technology, LLC (formerly identified as 12-WHX-BADA) 35 Industrial Park Drive01-YHX-AEDA (Yellow Hydrocarbon-Granular Form) P.O. Box 789 (formerly identified as 12-YHX-AEDA) Woodbury, Georgia 3029301-WAX-BADA White Alkyd01-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 404AR-AK-SX-W-1(886074) - White Alkyd 1509 S. KaufmanAR-AK-SX-Y-1(886075) - Yellow Alkyd Ennis, Texas 75120

1-800-331-8118

Smart Mark Hydrocarbon W2X1256 & Y2X1246 DobcoSmart Mark Alkyd W1X1256 & Y1X1246 P.O. Box 888

Manchester, Georgia 318161-706-846-2221

1996 STANDARD SPECIFICATIONS12-WHX-AGEA (White Hydrocarbon-Granular Form) Crown Technology, LLC12-WAX-AGEA (White Alkyd-Granular Form) 35 Industrial Park Drive12-YHX-ACEA (Yellow Hydrocarbon-Granular Form) P.O. Box 789 12-YAX-ACEA (Yellow Alkyd-Granular Form) Woodbury, Georgia 30293AR-HY-X-W-1 - White Hydrocarbon Ennis Paint, Inc.AR-HY-X-Y-1 - Yellow Hydrocarbon P.O. Box 404AR-AK-X-W-1 - White Alkyd 1509 S. KaufmanAR-AK-X-Y-1 - Yellow Alkyd Ennis, Texas 75120884085-AR White Hydrocarbon-Granular Form 1-800-331-8118884077-AR Yellow Hydrocarbon-Granular Form884053-AR White Alkyd-Granular Form884054-AR Yellow Alkyd-Granular FormSwarco AR05 (White Hydrocarbon) Swarco Swarco AR06 (Yellow Hydrocarbon) P.O. Box 89Swarco AR07 (White Alkyd) Columbia, Tennessee Swarco AR08 (Yellow Alkyd) 38402-0089

1-800-216-8781 HEAT-FUSED, PREFORMED THERMOPLASTICThermaLine Ennis Paint, Inc.

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(formerly supplied by P.O. Box 404 LaFarge / Linear Dynamics, Inc.) Ennis, Texas 75120

1-800-331-8118PREMARK Flint Trading, Inc.

P.O. Box 160Thomasville, North Carolina

273611-336-475-6600

07/2008 QPL 719.02 Page 2

Method of Documentation for 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. Thermoplastic pavement marking material shall meet the requirements of AASHTO M 249. The pigments used for the yellow pavement marking compound shall be heat resistant, silica encapsulated lead chromate yellow and moly oranges, which shall produce a compound meeting the requirements of Fed. 595B color X3538. The yellow marking material shall contain a minimum of 4 percent by weight of the yellow pigment with a minimum lead chromate content of 60 percent.

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,

187

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 719.02Page 3

4. The manufacturer shall submit samples and product information, including printed instructions for application.

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.

188

07/2008 QPL 720.02

PERMANENT PAVEMENT MARKING TAPE [Retroreflective Preformed Pavement Markings(RPPM)]

Type 1, RPPM Film for Moderate Traffic

No Listings

Type 2, RPPM Pliant Polymer Film for High Traffic

ATM-300 Advanced Traffic MarkingsDiv. of Patch Rubber Co.

P.O. Box HRoanake Rapids, N.C. 27870(919)536-2574

Director SWARCO P.O. Box 89Columbia, Tennessee 38420-0089

Series 1000 Brite-Line Industries, Inc.10660 E. 51st AvenueDenver, 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 CenterSt. Paul, Minnesota 55144-1000

(612)733-1110

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07/2008 QPL 720.02

Page 2

Type 4, RPPM Pliant Polymer Tape(Removable)



AZTEC 102 P.B. Laminations, Inc.AZTEC 390 2940 Mary Ave.

P.O. Box 19893Brentwood, Missouri 63144(314)968-2569

Director 2 SWARCO P.O. Box 89Columbia, Tennessee 38420-0089

Series 100 Brite-Line Industries, Inc.10660 E. 51st AvenueDenver, Colorado 80239

**Scotch-Lane 620(White) 3M Company 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

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07/2008 QPL 720.02

Page 3

Type 5, RPPM Film for High Traffic, Stop/Start & Turning Movements



Director 35 SWARCO P.O. Box 89Columbia, Tennessee 38420-0089

Stamark 420(White) 3M Company 421(Yellow) Traffic Control Materials Division 3M Center St. Paul, Minnesota 55144-1000

(612)733-1110



1 Preformed Pavement Marking Tape must be evaluated by the National Transportation Product Evaluation Program (NTPEP) as a Retroreflective Preformed Pavement Markings (RPPM). Preformed Pavement Marking Tape final results must be furnished to the Department upon completion of NTPEP evaluation. At the end of the NTPEP testing, the performance of the Preformed Pavement Marking Tape 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 Preformed Pavement Marking Tape.


3. If the Preformed Pavement Marking Tape 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.

07/2008 QPL 720.02192


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 applicablespecifications and requirements.

07/2008 QPL 721.02

RAISED PAVEMENT MARKERS, EPOXY ADHESIVES,

193

AND BITUMINOUS ADHESIVES FOR RAISED PAVEMENT MARKERS

Raised Pavement Markers

Product ManufacturerModel 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 CompanyTraffic Control Materials Division3M CenterSt. Paul, Mn. 55144-1000(612) 733-1110

Raised Pavement Marker EpoxyType II, Standard Set

Product ManufacturerE-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 607141-800-327-5917

Raised Pavement Marker Bituminous Adhesive Product ManufacturerCrafco Standard Marker Adhesive Crafco, Inc. Part No. 34269 6975 Crafco Way Chandler, Arizona 85226 (800) 528-8242

BT-69 3M CompanyTraffic Control Materials Division3M CenterSt. Paul, Mn. 55144-1000(612) 733-1110

07/2008 QPL 721.02 Page 2

Raised Pavement Marker Bituminous Adhesive(continued)Eagle Asphalt Bituminous Adhesive Texas Fuel & Asphalt

194

P.O. Box 9605Corpus Christi, Texas 78469(512) 289-7800

EverGrip Martin Asphalt Co. (formerly Gulf States Asphalt Co. )

Three Riverway, Suite 400Houston, TX 77056

Gulf States Bitumen Stimsonite / Ennis Paint, Inc. (formerly Avery Dennison /

Stimsonite) 6565 West Howard StreetNiles, IL 607141-800-327-5917



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.


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.



07/2008 QPL 722.02

PLOWABLE PAVEMENT RETROREFLECTORS,PLOWABLE PAVEMENT MARKER CASTINGS,

AND ADHESIVES FOR PLOWABLE PAVEMENT MARKERS195

Plowable Pavement Marker Retroreflectors Product ManufacturerModel 944 Stimsonite / Ennis Paint, Inc.

(formerly Avery Dennison / Stimsonite)

6565 West Howard StreetNiles, IL. 60714

1-800-327-5917

Ray-O-Lite 2004 Ray-O-Lite DivisionPAC-TEC, Inc.1010 Brice StreetNewark,Ohio 430551-740-345-1336

3M Series 190 3M CompanyTraffic Control Materials Division3M CenterSt. Paul, Mn. 55144-10001-612-733-1110

Plowable Pavement Marker Castings Product ManufacturerModel 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 DivisionPAC-TEC, Inc.1010 Brice StreetNewark,Ohio 430551-740-345-1336

Stimsonite Model 101 Stimsonite / Ennis Paint, Inc.Stimsonite Model 101 LP (formerly Avery Dennison / Stimsonite)

6565 West Howard StreetNiles, IL. 60714

1-800-327-5917

07/2008 QPL 722.02 Page 2

Plowable Pavement Marker Epoxy Product Manufacturer Stimsonite Plowable Marker Epoxy Stimsonite / Ennis Paint, Inc.EP 87 (formerly Avery Dennison / Stimsonite)

6565 West Howard Street196

Niles, IL. 607141-800-327-5917

E-Bond 1238/1239 E-Bond Epoxies P.O. Box 23069 501 Northeast 33rd Street Ft. Lauderdale, FL 33307 (305)566-6555

Epoplex MA50 Epoplex One Park Avenue Maple Shade, NJ 08052 (609)779-7500

Mark-29 Poly-Carb, Inc.33095 Bainbridge Rd.Cleveland, Ohio 44139(216)248-1223



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.



07/2008 QPL 723.02

REFLECTIVE SHEETINGFor Jobs Let Under Standard Specifications for HIGHWAY

CONSTRUCTION, Edition 2003

197

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 WhiteHigh Intensity Prismatic (HIP) 3931 Yellow

T-6500 Series Avery Dennison Niles, Illinois

Nikkalite Ultralite II Nippon Carbide Industries(USA), Inc.Carrollton, Texas

Type III, High Intensity Grade(Reboundable) (ASTM D 4956)High Intensity Grade,Flexible 3M Company

St. Paul, Minnesota

WR-6100 Series Avery Dennison 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

Type IX, Very-High-Intensity Grade (ASTM D 4956)Series 3990 Diamond Grade VIP 3M Company

St. Paul, Minnesota

Fluorescent Orange Construction Zone SheetingLDP Series 3924 3M CompanySeries 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 2REFLECTIVE SHEETING

For Jobs Let Under Standard Specifications for HIGHWAY CONSTRUCTION, Edition 1996

198

Type III, High-Intensity Grade (AASHTO M 268)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

Type III, High Intensity Grade(Reboundable) (AASHTO M 268)High Intensity Grade,Flexible 3M Company

St. Paul, Minnesota

WR-6100 Series Avery Dennison 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 CompanySeries 3924S St. Paul, Minnesota

W-7514 Avery Dennison Niles, Illinois

07/2008 QPL 723.02

Page 3


199


1. Reflective Sheeting must be evaluated by the National Transportation Product Evaluation Program (NTPEP) as a Sign Sheeting Material. Reflective Sheeting final results must be furnished to the Department upon completion of NTPEP evaluation. At the end of the NTPEP testing, the performance of the Reflective Sheeting 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 Reflective Sheeting.

2. The manufacturer shall submit samples and product information, including printed instructions for application. All sheeting must meet the Appropriate AASHTO M 268 or ASTM D 4956 material requirement.

3. If the Reflective Sheeting 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.



200

07/2008 QPL 801.02

PREFABRICATED DRAINAGE SYSTEM

PRODUCT MANUFACTURER Amerdrain 500 American Wick Drain Corp.

1209 Airport RoadMonroe, North Carolina 28110800 242-9425

Aquadrain 15X Colloid Environmental Technologies 201

Co. (CETCO)1500 West Shure DriveArlington Heights, Illinois 60004(800) 426-5564

Battle Drain II Linq Industrial Fabrics, Inc.Geotextile Division2550 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

Hydroduct Classic Drainage Composite Grace Construction ProductsW.R. Grace & Co.P.O. Box 2585Houston, Texas 77252(713) 223-8353

Miradrain 6000 Mirafi/Division of Nicolon Corp.3500 Parkway LaneSuite 500Norcross, Georgia(800) 234-0484

TerraDrain 101 Webtec, Inc.P.O. Box 240302Charlotte, 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:

202

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:

Property Value Test Method 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.


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

203

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

Documentation of Acceptance: Acceptance of products is signified by a Certificate of Delivery furnished by the manufacturer, stating that the listed units have been tested, inspected, approved, and stamped by an authorized AHTD inspector or designated representative. The information on the Certificate of Delivery shall include the job number, (or purchase order number), consignee, destination, sizes, class, lengths, number of pieces, and cast date and identification number which can be cross referenced with the Certificate of Delivery. One copy of the Certificate of Delivery and shipping papers shall be furnished to the Resident Engineer. One copy of the Certificate of Delivery shall be furnished to the Department's inspector or designated representative.

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".

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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.


07/2008 QPL 802.18

FELT JOINT MATERIALSand

FELT BEARING PADS

ASPHALT-TREATED FELT (ASTM D224, Type I/ ASTM D6380,Class S IV)

Products SuppliersBase Sheet (#43) Tarco

9515 Hwy. 165 S.North Little Rock, AR

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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.


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.

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07/2008 QPL 802.19

CONCRETE SURFACE FINISHES

Product Brand Manufacturer

Tammscoat(fine texture) Tamms Industries3835 State Route 72Kirkland, IL. 60146

XL-70 Bridge Cote Texture Coatings of America, Inc.Tex-Cote 300 Bridge Cote 4101 Ravenswood Bldg 4, Suite 115-A Ft. Lauderdale, FL 33312 (954) 581-0771

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The color shall be concrete gray, equal or close to shade 36622 of the Federal Color Standard 595A.


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.

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07/2008 QPL 803.021

Class 1 Protective Surface Treatment for Concrete(Boiled Linseed Oil)

Manufacturer SUPPLIER

Archer Daniels Midland (ADM) Darragh Company1401 E. 6th StreetLittle Rock, AR 72202

Archer Daniels Midland (ADM) CMC Construction Services(formerly Lofland Company)

P.O. Box 1168 2214 S. City Lake Rd.209

Little Rock, AR 72203 Fayetteville, AR 72701

Archer Daniels Midland (ADM) Williams Equipment & Supply, Inc.

4706 East Highland DriveJonesboro, AR 72401

METHOD OF DOCUMENTATION OF ACCEPTANCE : Manufacturer and Supplier.

1. The boiled linseed oil shall be delivered to the project undiluted in containers; the containers will be identified by Supplier, Manufacturer, and Manufacturer’s lot number. The Supplier will maintain a copy of the manufacturer’s certification on each lot that includes the following information:

Manufacturer’s name and addressProduct nameDate of manufactureLot identificationLaboratory test results indicating compliance with ASTM D 260.

Certifications for all lots in stock at the Supplier’s facilities will be available for review by the Department.

The following procedure is to be used in acquiring approval of a Class 1 Protective Surface Treatment For Concrete for inclusion on the Qualified Products List:

1. The supplier will provide the Materials Division of the Arkansas State Highway and Transportation Department with a copy of a test report covering the material to be supplied along with a pint sample.

2. An approval will be predicated upon the test report showing conformance to ASTM D 260.

07/2008 QPL 803.021Page 2

3. If all of the above criteria are met, a letter and unsigned certification agreement will be sent to the supplier. The product will be placed on the QPL upon receipt of the signed agreement.

4. 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 the QPL until tests by the Department determine that the product is in compliance with applicable specifications and requirements.

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5. The Supplier will maintain a copy of test reports covering all production lots for a period of three years and make available to the Department upon request.

07/2008 QPL 803.022

CLASS 2 PROTECTIVE SURFACE TREATMENT FOR CONCRETE

Product Brand ManufacturerBaracade Silane 40 Tamms Industries

3835 State Route 72Kirkland, Illinois 60146

Conspec Silane 40 Conspec Marketing & Mfr. Co., Inc.636 South 66th TerraceKansas City, Kansas 66111

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ESI-515 Freeport, Inc.P.O. Box 470028Tulsa, Oklahoma 74147(918) 622-8610

Hydrozo Silane 40 VOC BASF Construction Chemicals, LLC(formerly DeGussa/ChemRex, Inc.)889 Valley Park DriveShakopee, Minnesota 55379

Sil-Act ATS 42 Advanced Chemical TechnologiesSil-Act Multigard Suite C-1

100 Wilshire Blvd.Oklahoma City, Oklahoma 73116

(405) 843-2585

METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer and with documentation as listed below.

1. The sealer shall be delivered to the project in unopened containers with the manufacturer’s label identifying the product. Each container shall be clearly marked by the manufacturer with the following information:

Manufacturer’s name and address.Product name.Date of manufacture and expiration date.Lot identification.Storage requirements.

The sealer shall be used as supplied unless otherwise specified by the manufacturer. If the manufacturer specifies dilution, the requirements for such dilution shall be shown on the label of each container.

07/2008 QPL 803.022 Page 2

2. The treatment of concrete surfaces shall be performed by personnel certified by the manufacturer of the penetrating water repellent solution as qualified applicators. Surface preparation shall be performed under the direct, on-site supervision of the certified applicator.

The manufacturer’s written certification of the applicator shall be furnished to the Engineer before the surface preparation and actual application is begun. Before beginning the work, the Contractor shall submit to the Engineer documentation of the procedures to be used

The procedures shown in the documentation shall include, but are not limited to:

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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 following procedure is to be used in acquiring approval of Class 2 Protective Surface Treatment For Concrete for inclusion on the Qualified Products List:

1. The manufacturer / supplier will provide the Materials Division of the Arkansas State Highway and Transportation Department with a copy of a test report from a recognized laboratory covering the material to be used. A recognized laboratory is any State Highway Agency, Federal Highway Administration or Independent Testing Laboratory.

2. The material shall be either alkyl-alkoxysilane or oligomerous alkyl-alkoxysilane. The solvent shall leave a residue of less than 1% by weight after evaporation.

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.

3. Manufacturer's product literature and MSDS for each submittal.

07/2008 QPL 803.022Page 3

4. An approval will be predicated upon a test report showing conformance to the following specifications.

Test Test Method Duration Max. Absorption

Water Immersion ASTM C 642 48 hours 1 % by weightWater Immersion ASTM C 642 50 days 2 % by weight

Salt Water Ponding

(Based on non- braded specimen)

AASHTO T 259 90 days 0.76 lbs / cu yd (0.44 kg/cu m)

Depth:1/2" to 1"

(13 to 25mm)213

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.

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07/2008 QPL 803.023

CLASS 3 PROTECTIVE SURFACE TREATMENT for CONCRETE

Product Brand Manufacturer

SikaPronto 19 Sika Corporation201 Polito AvenueLyndhurst, New Jersey 070711-800-933-7452


The following procedure is to be used in acquiring approval of Class 3 Protective Surface Treatment for Bridge Decks :

1. The material shall be a low viscosity, nonfuming, high molecular weight methacrylate resin and meet the following:

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Viscosity Brookfield RVT 100 rpm 25 cps Maximum @ 22°C(72 °F)Pot Life Application Life Before 15 Minutes Minimum Curing Begins(@ 20°C

(68 °F) Air Temperature)Curing Time On Site @ 10°C(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.

5. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples will by taken and tested.


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07/2008 QPL 804.02REINFORCING STEEL

(UNCOATED AND EPOXY COATED BARS)ABC Coating Company Tulsa, Oklahoma – F, EABC Coating Company, Inc. of Texas Waxahachie, Texas - F, EAmbassador Steel Kansas City, Missouri - F

Mooresville, Indiana - F Newton, Iowa – FSt. Louis, Missouri-F

American Highway Technology Kankakee, Illinois – F, EArkansas Rebar Inc. Benton, Arkansas - FChaparral Steel Midlothian, Texas – PCMC Rebar North Little Rock, Arkansas –F(formerly CMC Construction Services) Springdale, Arkansas –FCMC Rebar Oklahoma City, Oklahoma – F(formerly Lofland of Oklahoma)CMC Steel Arkansas Magnolia, Arkansas – PCMC Steel South Carolina (formerly SMI) Cayce, South Carolina - PCMC Steel Texas (formerly SMI) Seguin, Texas – PConSteelCo, Inc. Jackson, Mississippi – FDiamondback Steel Co., Inc. Muskogee, Oklahoma –FENCO Materials, Inc. North Little Rock, Arkansas –F ENCO Materials, Inc. Springdale, Arkansas –FGerdau AmeriSteel Beaumont, Texas – P (formerly North Star Steel)

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Charlotte, North Carolina - P, FCollierville, Tennessee – FJackson, Tennessee - P, FJacksonville, Florida - P, FKnoxville, Tennessee - P, F, ELouisville, Kentucky - FNashville, Tennessee - FPerth Amboy, New Jersey – PSand Springs, Oklahoma – P(formerly

SheffieldSteel)Sayreville, New Jersey – P, ESt. Paul, Minnesota – P, F (formerly North Star

Steel)Hearon Steel Muskogee, Oklahoma – FLeak Proof, Inc. Hot Springs, Arkansas –FLulich Steel Corporation Slidell, Louisiana –FMid-American Steel Madill, Oklahoma – PNucor Bar Mill Group

Nucor Steel Birmingham, Inc. Birmingham, Alabama – P Nucor Steel Jackson, Inc. Jackson, Mississippi – P Nucor Steel - Texas Jewett, Texas – PNucor Steel Kankakee, Inc. Kankakee, Illinois – P

Rocky Mountain Steel Mills Pueblo, Colorado– PSioux City Foundry Co. Sioux City, Iowa - F, E

07/2008 QPL 804.02 Page 2

Southern States Steel Co. Beaumont, Texas - FSteel Coatings, Inc. Muskogee, Oklahoma - F, E Steelcorp, Inc. Miamitown, Ohio - FSteel Specialties of Mississippi Pearl, Mississippi - FP - Reinforcing Bar Producer F – Fabricator E - Epoxy Coater

METHOD OF DOCUMENTATION OF ACCEPTANCE: 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.

Method of Approval for Producers, Fabricator’s, and Epoxy Coaters to be added to this Qualified Products List:

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.

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AGREEMENT FOR THE ACCEPTANCEOF 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

Producer Procedures 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.

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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

Epoxy Coater Procedures 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

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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

1. 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.

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4. Material furnished to a manufacturer of precast concrete products will have a Certificate of Delivery and certifying statement.


Participating as: P - Producer F – Fabricator E - Epoxy Coater Signature :____________________________ Date: ___________________________



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07/2008 QPL 804.07

MECHANICAL REBAR SPLICES(for Uncoated Rebar)

Manufacturer Product

SCREWLOCK TYPE Barsplice Products, Inc. #4 - #11 ZAP Screwlok

#9 ZAP ScrewlokBar-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 TYPE223

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

To gain acceptance as an approved material on the Qualified Products List, the following procedure must be followed:

1. Sample(s) shall be submitted to the Materials Division for verification testing.

2. Suppliers/Manufacturers shall provide to the Materials Division the Manufacturer's certification for each material stating compliance with the appropriate specification and that all materials shipped to Department projects will be in compliance with the appropriate specification. 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

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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.



07/2008 QPL 805.02

STEEL H-PILE DRIVING POINTS


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 AvenueICE Rock-Bite HPH 14-RB P.O. Box 5198

Fort Wayne, Indiana 46805PAR-T Series Versabite Piling Accessories, Inc.

1704 Tower Industrial DriveMonroe, N.C. 28110

Tuftip H-776 Dougherty Foundation ProductsTuftip 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

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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.


07/2008 QPL 805.02

Page 2

The following information concerning proper identification of steel piling is forwarded for use in inspection of steel piling delivered to a project:

H-Piles

805.03 (c) – Unless otherwise specified, steel piles shall consist of structural shapes of the section shown on the plans and shall comply with AASHTO M 270, Grade 36 (250) AASHTO M 270 – “Material identification shall include the composition type for Grade 50W in addition to that required by AASHTO M 160 (ASTM A 6). “ AASHTO M 160 (ASTM A 6) - “Shapes shall be marked with the heat number, size of section, length, and mill identification on each piece. The manufacturer’s name, brand, or trademark shall be shown in raised letters at intervals along the length. In addition, shapes shall be identified with the ASTM designation and grade, either by marking each piece individually or, if bundled…….” (H-piles would not be bundled) Color coding is required for AASHTO M 270, Grade 50 (ASTM A 572, Grade 50) – green and yellow

Stenciling, stamping (steel die stencils), or substantial tags, applied by the manufacturer are acceptable forms of identification marks. Any paint, chalk, or

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crayon marks applied by hand are not acceptable for primary identification, but are considered supplementary. H-piles also require the manufacturer’s name, brand, or trademark be shown in raised letters.

Steel Shell Piles

805.03 (d) – Unless otherwise specified, plain round steel shells shall comply with ASTM A 252, Grade 2. Shells shall be welded or seamless steel pipe…….Steel shell piles shall be marked by the manufacturer near both ends of the pile. Marking shall be in accordance with ASTM A 252.

ASTM A 252 - Product Marking: “Each length of pipe piles shall be legibly marked by stenciling, stamping, or rolling to show: the name or brand of the manufacturer; the heat number; the process of manufacture (seamless, flash welded, fusion welded, or electric resistance welded); the type of helical seam (helical-lap or helical-butt), if applicable; the outside diameter, nominal wall thickness, length, and weight per unit length; the specification designation; and the grade.”

Stencils, stamps, or rolling of identification marks by the shell pile manufacturer are the only acceptable forms of identification. Any marking by hand such as chalk, paint, or crayon, is considered supplementary.

Overall – PILING FOR WHICH THE MANUFACTURER’S MARKING IS ILLEGIBLE, IMPROPER, OR INCOMPLETE SHOULD BE REJECTED AND NOT USED ON THE PROJECT.

07/2008 QPL 807.01

STRUCTURAL STEEL FABRICATORSAFCO AFCO Steel, Inc. (Cbr, F, P1, P2, P3) P.O. Box 231 Little Rock, AR 72203

Van Buren Bridge Co. (Cbr, F, P1, P2, P3)

600 S. 28th St. Van Buren, AR 72956 Capitol Steel and Iron Company Capitol Steel

and Iron Company (Cbr, F, P1, P2, P3)

1726 South AgnewOklahoma City, OK. 73108

DeLong's, Inc. DeLong's Inc. (Cbr, F, P1, P2, P3) Dix Road & Industrial Dr. P.O. Box 479 Jefferson City, MO 65102

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Hirschfield Steel Group Hirschfield Steel Group (Cbr, F, P1, P2, P3) P.O. Box 3768 San Angelo, TX 76902-3768

Hodge Fabrication, Inc. Hodge Fabrication, Inc. (Sbr)6206 Baucum PikeNorth Little Rock, AR. 72117

Prospect Steel Prospect Steel Company (Cbr, F, P1, P2, P3)

8900 Fourche Dam PikeLittle Rock, AR. 72206

Stupp Bridge Company Stupp Bridge Company (Cbr, F, P1, P2, P3) 445 Century StreetBowling Green, KY. 42101

Trinity Industries,Inc Trinity Industries,Inc. (Cbr, F, P2, P3) Structural Steel Div. P.O. Box 1579 Houston, TX 77251

American Institute of Steel Construction (AISC) Categories and Endorsements: Sbr - Simple Steel Bridges - Simple Steel Bridges (Sbr) Includes highway sign structures, parts for bridges (such as cross frames), unspliced rolled beam bridges. Cbr - Major Steel Bridges - All bridge structures other than unspliced rolled beam bridges. Companies certified for Major Steel Bridges are also automatically certified for Simple Steel Bridges.

07/2008 QPL 807.01

Page 2

F - Fracture Critical Endorsement - Simple or major bridge fabricators that furnish fracture critical bridge members may qualify for the fracture critical endorsement. Familiarity with procedures required to produce fracture critical members in accordance with a fracture control plan as defined by AASHTO or AREAP - Sophisticated Paint Endorsement

P1 - Sophisticated Paint Endorsement-EnclosedP2 - Sophisticated Paint Endorsement-CoveredP3 - Sophisticated Paint Endorsement-Outside

Method of Documentation of Acceptance:

Satisfactory evidence of structural steel approval must include the following three items:

1. Total quantity (kg, lbs.) of structural steel, as evidenced by AHTD approved mill test reports, shall equal or exceed the contract quantity.

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2. Approval of high strength fasteners (bolts, nuts and washers) is evidenced by AHTD approved mill test reports and AHTD approved laboratory reports.3. Approval of the fabrication of structural steel is evidenced by a final inspection letter from the Materials Division or, in the case of inspection by another authorized inspector, by inspection reports reviewed and approved by the Materials Division.

Should any questions arise regarding mill test reports, quantities, or fabrication inspection, please contact the Materials Division.

Requirements for Structural Steel Fabricators: Structural Steel Fabricators must be certified for AISC Category SBr (Simple Steel Bridge Structures) or MBr (Major Steel Bridges) as appropriate. In addition, the fabricator shall have the Paint endorsement which qualifies the fabricator for the application of sophisticated coating systems. An inspection of the facilities by the Department or the Department's appointed representative may also be required. The requirements for materials, fabrication, inspection and documentation of structural steel are found in Section 807 of the Standard Specifications. Failure of the fabricator to comply with the requirements as specified in Section 807 could result in removal from this Qualified Products List.


07/2008 QPL 807.02

STUD SHEAR CONNECTORS

Cox Industries New Haven, Michigan

Erico Products, Inc. Cleveland, Ohio L-Tec Welding & Cutting Systems Ashtabula, Ohio

NSS Industries Plymouth, Michigan Stud Welding Assoc. Elyria, Ohio Tru-Weld Division Medina, Ohio (Tru-Fit Products Corp. ) TRW/Nelson Lorain, Ohio

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Method of Approval for Materials to be added to this Qualified Products List: Qualification of a stud shear connector manufacturer is based on their submittal of certified tests on stud bases conducted by a recognized independent laboratory in accordance with AHTD Standard Specifications, and AWS Structural Welding Code, D 1.5-88. A stud base remains qualified until the manufacturer makes any changes in the stud base geometry, material, flux or arc shield which affects the welding characteristics.


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07/2008 QPL 807.05

WELDING MATERIALS NOTE: All Standard AWS sizes are included for each material unless otherwise noted. This QPL includes welding materials for both field and shop fabrication.

Welding of A588 steel using Shielded Metal Arc Welding(SMAW) shall be performed using E8018-C1,C2,C3 electrodes except that single pass fillet welds up to 6 mm (1/4") max. & 6 mm (1/4") groove welds made with a single pass or a single pass on each side, may be made using an E70## low hydrogen electrode.

Electrodes in AWS Class E60## and meeting AWS Specification A5.1 are not low hydrogen electrodes and are not approved for welding on bridge steel or to bridge steel.

MANUFACTURER'S CLASS AWS AWS

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(BRAND) CLASS SPEC. The ESAB Group, Inc.Alloy Rods 1500 Karen Lane Hanover, PA 17331 (717) 637-8911

Atom Arc 7018-1 E7018-1 A5.1 Atom Arc 7018 E7018 A5.1 Spoolarc 72 F7A2-EM12K A5.17Spoolarc 78 F6A2-EL12 A5.17Spoolarc 85 ER70S-3 A5.18 Spoolarc 88 ER70S-6 A5.18 Coreweld 70 E70T-1 A5.20 Dual Shield T-62 E70T-1 A5.20 Dual Shield R-70 E70T-1 A5.20 Dual Shield II-70 E70T-1 A5.20 Dual Shield 111AC E70T-1 A5.20 Dual Shield 7000 E70T-1 A5.20 Dual Shield 7100 ULTRA E70T-1 A5.20 Dual Shield T-75 E70T-5 A5.20 Dual Shield II-71 E71T-1 A5.20 Dual Shield 8100W E80T1-W A5.29Dual Shield II 80Nil E81T1-Nil A5.29Dual Shield 88W E80T1-W A5.29

07/2008 QPL 807.05 Page 2

Hobart Brothers Company 600 West Main Street Troy, OH 45373 (513) 339-6000 Hobart 18AC E7018 A5.1Hobart 418 E7018 A5.1 Hobart 718 E7018 A5.1 Hobart 718C E7018 A5.1Hobart 718MC E7018 A5.1 Hobart 728 E7028 A5.1 Hobart BR-3 ER70S-3 A5.18Hobart HB-25 ER70S-3 A5.18 Hobart HB-33 ER70S-3 A5.18 Hobart HB-28 ER70S-6 A5.18 Hobart BR-6 ER70S-6 A5.18

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Hobart Formula XL525 E71T-1 A5.20Hobart Formula XL550 E71T-1 A5.20 Hobart Fabco RXR E70T-1 A5.20 Hobart Fabco 81 E70T-1 A5.20 Hobart Fabcor 86 E70T-1 A5.20 Hobart Fabco 90 E70T-1 A5.20 Hobart Fabco 91 E70T-1 A5.20 Hobart Fabco 802 E71T-1 A5.20 Hobart Fabco 825 E70T-1 A5.20 Hobart Fabco 85 E70T-5 A5.20 Hobart Fabshield 32 E70T-6 A5.20 Hobart Fabshield 3 E71T-8 A5.20 Hobart HB-18 ER80S-D2 A5.28 Hobart Fabco 83 E80T1-W A5.29Hobart Fabco 115 E110T5-K4 A5.29Hoballoy 8018C1 E8018-C1 A5.5 Hoballoy 8018C2 E8018-C2 A5.5 Hoballoy 8018C3 E8018-C3 A5.5

07/2008 QPL 807.05 Page 3

The Lincoln Electric Company 22801 St. Clair Avenue Cleveland, Ohio 44117 Jetweld LH-73 E7018 A5.1 Jetweld LH-75MR E7018 A5.1Jet LH-78MR E7018 A5.1Jetweld LH-3800 E7028 A5.1Lincolnweld 761/L-60 F7A2-EL12 A5.17 Lincolnweld 780/L-61 F7A2-EM12K A5.17Lincolnweld 860/L-50 F7A2-EM13K A5.17Lincolnweld 860/LA-61 F7A2-EM12K A5.17Lincolnweld 880/LA-71 F7A4-EM14K A5.17Lincolnweld 880M/LA-71 F7A6-EM14K A5.17Lincolnweld L-50 ER70S-3 A5.18Lincolnweld L-56 ER70S-6 A5.18Outershield 70 E70T-1 A5.20Innershield NR-203MP E71T-8 A5.20

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Innershield NR-232 E71T-8 A5.20 Lincoln 761/L-70 F9A0-EA1-G A5.23Lincolnweld 860/L-70 F7P2-EA1-A2 A5.23 F7A2-EA1-A2 A5.23 Lincolnweld 880/LA-75 F7A6-ENilkNil A5.23 Lincolnweld 880/LA-90 F9A4-EA3K-A4 A5.23 Lincolnweld 880M/LA-100 F9A6-EM2-M2 A5.23 Lincolnweld 880M/LA-100 F9P2-ECB2-B2 A5.23 Lincolnweld 880M/LAC Ni2 F7A10-ECNi2-Ni2 A5.23 F7P10-ECNi2-Ni2 A5.23Lincolnweld 882/LAC Ni2 F8P4-ECNi2-Ni2 A5.23 Lincolnweld 980/LA-75 F7A2-ENilK-Nil A5.23 Lincolnweld 980/LAC-Ni2 F8A2-ECNi2-Ni2 A5.23 Lincolnweld AXXX10/L-61 F7A4-EM12K-Nil A5.23Lincolnweld LA-75 ER80S-Nil A5.28Lincolnweld LA-90 ER80S-D2 A5.28Innershield NR-203 Nickel (1%) E71T8-Nil A5.29Jet-LH 8018-C1 MR E8018-Cl A5.5 Jet-LH 8018-C3 MR E8018-C3 A5.5

07/2008 QPL 807.05 Page 4

L-TEC Welding & Cutting Systems Welding Materials P. O. Box 710 Ashtabula, OH 44004

L-TEC Electrode7018 5/32" Diameter E7018 A5.17018 3/16" Diameter E7018 A5.17018 1/4" Diameter E7018 A5.17018-1 3/16" Diameter E7018-1 A5.17018-1 1/4" Diameter E7018-1 A5.1

L-TEC Electrode-Flux 29 50 F6A2-EM12K, F7A2-EM12K A5.17 29 80 F7A2-EM12K A5.17 29 231 F7A2-EM12K A5.17 29S 35c F7A2-EM13K A5.17 29S 656 F7A6-EM13K A5.1729 350 F7A2-EM12K A5.17

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29 429 F7A2-EM12K A5.17 29 585 F7A2-EM12K A5.17 36 50 F6A2-EH14, F7A2-EH14 A5.17 36 80 F7A2-EH14 A5.17 36 124 F6A2-EH14, F7A2-EH14 A5.17 36 585 F7A2-EH14 A5.17 53 429 F7A4-EH12K A5.1753 656 F7A8-EH12K A5.1780 80 F6A2-EL12 A5.17 80 350 F6A2-EL12, F7A2-EL12 A5.17 81 50 F6A2-EM12K, F7A2-EM12K A5.17 81 80 F7A2-EM12K A5.17 81 231 F7A2-EM12K A5.17 81 350 F7A2-EM12K A5.17 81 429 F7A2-EM12K A5.17 81 439 F7A4-EM12K A5.17 81 585 F7A2-EM12K A5.17 81 651VF F7A6-EM12K A5.17 81 656 F6A6, F7A6-EM12K A5.17

07/2008 QPL 807.05 Page 5

L-TEC Welding & Cutting Systems(continued)

L-TEC Electrode Gas 29S CO2 ER70S-3 A5.18 65 CO2 ER70S-2 A5.18 82 CO2 ER70S-3 A5.18 86 CO2 ER70S-6 A5.18 87HP CO2 ER70S-7 A5.18 FC-72 CO2 E70T-1 A5.20 FC-702 CO2 E70T-1 A5.20 FC-703 CO2 E70T-1 A5.20 FC-707 CO2 E71T-1 A5.20 FC-715 CO2 E71T-1 A5.20FC-717 CO2 E71T-1 A5.20 FC-719 CO2 E71T-1 A5.20MC-716 C-25 E70T-1 A5.20 MC720 C-25 E70T-1 A5.20WS-429 F7A2-EW-WH8, F8A2-EW-WH8 A5.23 WS-439 F7A4,F8A4-EW-WH8 A5.23 WS-656 F7A5-EW-WH4 A5.23WS 709-5 F7A2, F8A2-EW-W A5.23

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ENi4 429 F9A4, ENi4-Ni4 A5.23 ENi4 656 F8A8, F9A8-ENi4-Ni4 A5.23ENi4 709-5 F7A4, F8A4-ENi4-Ni4 A5.23 ENi4 651VF F8A8, F9A8,ENi4-Ni4 A5.23 95 656 F9A6, EM2-M2H4 A5.2395 709-5 F9A6, EM2-M2H8 A5.23100 709-5 F11A4-EF5-F5 A5.2383 CO2 ER80S-D2 A5.28HI-84 CO2 ER80S-D2 A5.28FC727 CO2 E81T1-Ni2 A5.29FC115 C-25 E110T5-K4 A5.29 McKay DivisionHobart Brothers Company 101 Trade Square EastTroy, OH 45373 (800) 424-1543 McKay 7018 XLM E7018 A5.1 McKay Speed-Alloy 71V E70T-1 A5.20 McKay Speed-Alloy 75 E70T-5 A5.20

07/2008 QPL 807.05 Page 6

METHOD OF DOCUMENTATION OF ACCEPTANCE: By AWS classification and specification markings. Resident Engineer records in diary. The brand and manufacturer if not listed above must be approved prior to use. Method of Approval for Materials to be added to this Qualified Products List: Qualification of welding materials is based on the submittal of the manufacturer's certified yearly tests in accordance with AWS.

Electrode Information & Usage: Bridge field welding will generally be by Shielded Metal Arc Welding Type (SMAW) which meets AWS specification A5.1 and A5.5. The electrode will have a designation E####-x. The code for this designation is:

E####-x E ElectrodeE####-x Minimum tensile strength in 1000 psi--For bridge welding

must be 70 or greaterE####-x Approved welding position; 1,2 or 4; 1-all positions, 2-flat

position & horizontal fillet welds, 4-vertical-down welding & flat, overhead, horizontal

E####-x Type coating, 0-8; also shows approved current typeE####-x Chemical composition of weld metal deposit.

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All E70## and E80## SMAW electrodes shall be stored in unopened hermetically sealed containers or in holding ovens at 120ºC ( 250ºF). If not taken from a sealed container or a holding oven:

AWS 5.1 electrodes must be dried at least 2 hours at 230ºC - 260ºC (450º- 500ºF)(Max exposure time is 4 hrs.)

AWS 5.5 electrodes must be dried at least 1 hour at 370ºC - 430ºC (700º- 800ºF)(Max exposure time is 4 hrs. for E70## & 2 hrs. for E80##)

If during use electrodes are exposed for less than the max. exposure time electrodes may be redried once at min of 120ºC ( 250º F). for 4 hours.

If during use electrodes are exposed for more than the max. exposure time electrodes may be redried once at min of 230ºC - 260ºC (450º-500ºF) for 2 hours.

Electrodes that have been wet shall not be used.

Other electrodes listed and meeting AWS codes AWS 5.17, A5.18, A5.20, A5.23, A5.28, A5.29 are for use with Submerged Arc Welding (SAW-A5.17 & A5.23), Flux Cored Arc Welding (FCAW- A5.20 & A5.29), or Gas Metal Arc Welding (GMAW- A5.18 & A5.28). These are normally shop fabrication techniques.

07/2008 QPL 807.26

APPROVED FACILITIES for

CERTIFICATION of WELDERS

AMERICAN INDUSTRIAL TESTING Memphis, Tn.(formerly TRI-STATE TESTING)

ASU TECHNICAL CENTER Jonesboro, Ar.

GRUBBS, HOSKYN, BARTON & WYATT, INC. Little Rock, Ar.Springdale, Ar.

GTS, INC. Fayetteville, Ar.

HODGE FABRICATION INC. North Little Rock, Ar.

INTERNATIONAL TESTING AND INSPECTION Mabelvale, Ar.SERVICES, INC.

PULASKI TECHNICAL COLLEGE Little Rock, Ar.237

UNIVERSITY of ARKANSAS – FORT SMITH Fort Smith, Ar.

WELDER CERTIFICATION PROCEDUREA welder shall be qualified if American Welding Society (AWS) certified according to AWS D1.5 Bridge Welding Code. If a welder is not currently AWS certified, the welder shall be tested to become AWS certified or be tested at one of the facilities listed in this QPL. (To maintain AWS certification a welder must renew his certification with AWS every six (6) months.)If a welder is not AWS certified, the Contractor, for each welder and for each project, shall submit a copy of the certified test report from one of the listed facilities along with the Contractor’s certified statement of qualification that the welder has performed satisfactory welding of the required type within the 6 month period prior to beginning the subject work. In lieu of a certification for each project a fabrication shop may submit an undated list of qualified welders/welder operators annually to the Materials Engineer.

Addendum or additions to this list, along with the appropriate welder/welder operator certification, shall be submitted in a timely manner.

Welders that have been tested by another state DOT must supply a copy of the signed, test report from the state DOT. The test report will be acceptable if all the requirements of item 2. on the following paragraph are met. The Contractor must also provide a certified statement of qualification that the welder has performed satisfactory welding of the required type within the 6 month period prior to beginning the subject work.07/2008

QPL 807.26Page 2

The following procedure must be followed in acquiring approval to be added to this Qualified Products List (QPL):

1. This QPL provides a list of test facilities for testing and certifying welders for work on AHTD projects. A test facility must request in writing to the Materials Division for addition to the QPL. The request should include a list of all certified American Welding Society Certified Welding Inspectors (CWI) on the facility’s staff, including the CWI’s name and a copy of the current CWI certification.

2. A facility shall:(a) Administer and assess the required welder certification tests. (b) Have a Certified Welding Inspector (CWI) observe welder certification tests. The Certified Welding Inspector (CWI) must be currently certified under the AWS Standard QC 1. (c) Maintain equipment for successful welding of the test assemblies. Machine controls to change or adjust parameters shall be fully operational. At the option of the welder, the welder may provide his own torch, tools, or other related accessory equipment. (d) Use AWS testing methods and procedures. The test facility must have a current ANSI / AASHTO / AWS D1.5 Bridge Welding Code available. (e) Maintain the final certification test reports for a three (3) year period. Standard certification test reports shall be used and completed clearly and

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accurately. Standard certification test reports must include the name of the welder, the name and title of the person conducting the test, the kinds of test specimens, the position of welds, the results of the tests, and the date of the test. Standard certification test reports must also state that the welds were prepared and tested in accordance with the requirements of ANSI / AASHTO / AWS D1.5 Bridge Welding Code. The certification test reports must be signed by the certifying authority.

3. The test facility, if approved, must agree to inform the Department of changes in CWI staff members and to follow the requirements in Item 2. above. 4. Department will inspect the testing facility as necessary to inspect equipment, review procedures, and review records.

07/2008 QPL 807.66

NONSHRINK GROUT

Cement-Based Grout Product Manufacturer

Certi-Vex Grout #1000 Vexcon Chemicals, Inc.7240 State RoadPhiladelphia, PA. 19135(888) 839-2661

Conset Grout ChemMasters 300 Edwards StreetMadison, Ohio 44057-3112(440) 428-2105

CRC Flo-Rite 8000 Grout Construction Resins Corporation2418 Ludelle StreetFort Worth, TX. 76105(817) 535-3281

General-Purpose Construction GroutSymons Corporation4226 Kansas AvenueKansas City, Kansas 66106(866) 329-8724

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Hi-Flow Grout The Euclid Chemical Company19218 Redwood Road Cleveland, Ohio 44110-2799(800) 321-7628

Horn Grout Tamms 3835 State Route 72 Kirkland, Illinois 60146

(815) 522-3394

1107 Advantage Grout Dayton Superior Corp.Sure Grip High Performance 4226 Kansas Avenue

Kansas City, Kansas 66106 (866) 329-8724

QUIKRETE Non-Shrink Precision Grout The QUIKRETE Companies500 Marathon Parkway Lawrenceville, Georgia 30045(770) 216-9580

07/2008 QPL 807.66Page 2

Cement-Based Grout(continued)Sealtight CG-86 Construction Grout W.R. Meadows

P.O. Box 7752255 N.E. 33rd StreetFort Worth, Texas 76111(817) 834-1969

Sonogrout 10K Sonneborn / ChemRex, Inc.889 Valley Park DriveShakopee, Minnesota 55379

(800) 243-6739

Epoxy GroutPolygrout Tamms

(For applications at air 3835 State Route 72 temperatures of 60°F - 90°F) Kirkland, Illinois 60146

(815) 522-3394


Method of Approval for Materials to be added to this Qualified Products List: 1. The nonshrink grout will consist of prepackaged, premeasured materials supplied by the manufacturer and be one of the following types:

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(a) Cement-based grout. The packaged materials will require only the addition of water. (b) Epoxy grout. The material will consist of a total system. Any resin hardener or additive to the grout will be supplied by the manufacturer.The manufacturer's mix instructions and usage information must be included with the package.

2. The manufacturer/supplier will provide the Materials Division with a test report from a recognized laboratory showing testing in accordance with ASTM C 1107, Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink). The test report will verify that the grout meets the performance requirements of ASTM C 1107. A recognized laboratory is any State Highway Agency, Federal Highway Administration, or independent laboratory regularly inspected by the National Institute of Standards and Technology. All test reports will include the manufacturer’s name, brand name of the material, and date of testing.

3. The manufacturer/supplier will supply a statement certifying compliance of the material with the performance requirements of ASTM C 1107.

07/2008 QPL 807.66Page 3

4. A sample of the system will be supplied to the Materials Division at the following address. Product information and Material Safety Data Sheets must be included.




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07/2008 QPL 807.76

STRUCTURAL STEEL PAINT SYSTEMPRIMER/ TIE COAT/URETHANE FINISH

2003 STANDARD SPECIFICATIONS

System ManufacturerDimetcote 9 VOCAmercoat 385Amercoat 450 H

PrimerEpoxy tie coatPolyurethane topcoat

PPG Industries, Inc. or Ameron International*11605 Vimy Ridge Road(72209)Post Office Box 192610Little Rock, AR 72219-2610501-455-4500 *Reflects PPG’s Purchase of Ameron-Some Stock Ameron Paint May Be Available through 2008.

Carbozinc 11Carbozinc 11 HSCarboguard 888Carboguard 893Carbothane 133 HB

Primer

Epoxy tie coat

Polyurethane topcoat

Carboline Company350 Hanley Industrial Ct.St. Louis, MO 63144-1599314-644-1000

Zinc Clad II LV (Use with 5% Mfr. Recommended Reducer)Zinc Clad II Plus (Use with 4% Mfr. Recommended Reducer)Recoatable Epoxy Primer B67 Series HiSolids Polyurethane B65 Series

Primer

Epoxy tie coat

Polyurethane topcoat

The Sherwin Williams Company417 Byrd StreetLittle Rock, AR 72202501-375-7371

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Method of Documentation of Acceptance: By brand and manufacturer.The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval.


1. The paint system shall consist of an inorganic zinc-rich primer, and a finish system consisting of an epoxy tie coat and a two component, high build, aliphatic polyurethane topcoat all from the same manufacturer. All coatings must meet the necessary individual requirements and be compatible within their system. Each coat of the system shall be the type as recommended by the manufacturer.

07/2008 QPL 807.76Page 2

2. The various coats shall be sufficiently different in color as to permit detection of incomplete application. The color of the polyurethane paint shall match the Federal Standard 595A Color Chip No. 37200, Aluminum color, unless otherwise specified on the plans.

3. The manufacturer shall provide the following applicable documentation:Inorganic Zinc-Rich Primers

(1) Certified test reports from an independent testing laboratory showing that the inorganic zinc-rich primer complies with the requirements of AASHTO M 300, Type I, or Type II.(2) Certified test reports from an independent testing laboratory showing that the primer shall qualify for a Class A classification (slip coefficient of 0.33 or greater) when tested according to “Testing Methods to Determine the Slip Coefficient for Coatings used in Bolted Joints” in Appendix A of Specification for Structural Joints Using ASTM A 325 or A 490 Bolts as published by AISC.

Finish SystemCertified test reports from an independent testing laboratory on the mixed urethane paint showing the weight in lb/gal(kg/L) and that it shall have a solids content of not less than 57% by volume.

4. All certified test reports shall include the manufacturer’s name, brand name of the paint, date of manufacture, and an infrared spectrum analysis of the paint used in the tests. For multi-component paints, the test reports shall show the exact ratio, by weight, of the components in the final product.

5. The manufacturer shall provide a sample, and product information, including printed instructions for application.

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6. The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval.

7. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples will be taken and tested on a random basis. These samples must meet all requirements.

8. 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.

07/2008 QPL 807.76Page 3

STRUCTURAL STEEL PAINT SYSTEMPRIMER/ TIE COAT/URETHANE FINISH

1996 STANDARD SPECIFICATIONS

System ManufacturerDimetcote 9 orDimetcote 9 HSAmercoat 385Amercoat 450 H

PrimerPrimerEpoxy tie coatPolyurethane topcoat

PPG Industries, Inc. or Ameron International*11605 Vimy Ridge Road(72209)Post Office Box 192610Little Rock, AR 72219-2610501-455-4500 *Reflects PPG’s Purchase of Ameron-Some Stock Ameron Paint May Be Available through 2008.

Carbozinc 11 orCarbozinc 11 HS orCarbozinc 11 VOC (formerly Carbozinc D11 VOC)Rustbond (formerly Rustbond Penetrating Sealer WG) orCarboguard 888 orCarboguard 890 orCarboguard 893Carbothane 133HB

PrimerPrimer Primer

Epoxy tie coat

Epoxy tie coatEpoxy tie coatEpoxy tie coatPolyurethane topcoat

Carboline Company350 Hanley Industrial Ct.St. Louis, MO 63144-1599314-644-1000

Zinc Clad II HSRecoatable Epoxy Primer B67

PrimerEpoxy tie coat

The Sherwin Williams Company

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SeriesHiSolids Polyurethane B65 Series

Polyurethane topcoat417 Byrd StreetLittle Rock, AR 72202501-375-7371

Method of Documentation of Acceptance: By brand and manufacturer.The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval.


1. The paint system shall consist of an inorganic zinc-rich primer, and a finish system consisting of an epoxy tie coat and a two component, high build, aliphatic polyurethane topcoat all from the same manufacturer. All coatings must meet the necessary individual requirements and be compatible within their system. Each coat of the system shall be the type as recommended by the manufacturer.

07/2008 QPL 807.76Page 4

2. The various coats shall be sufficiently different in color as to permit detection of incomplete application. The color of the polyurethane paint shall match the Federal Standard 595A Color Chip No. 37200, Aluminum color, unless otherwise specified on the plans.

3. The manufacturer shall provide the following applicable documentation:Inorganic Zinc-Rich Primers

(1) Certified test reports from an independent testing laboratory showing that the inorganic zinc-rich primer complies with the requirements of AASHTO M 300 (1993), Type I, Type IA, or Type II, as modified herein.

(a) The test shown in AASHTO M 300 Section 4.7 is not required.(b) The time of exposure for Salt Fog Resistance, Accelerated

Weathering, and Humidity Tests is reduced to 1000 Hours.(c) The variances, shown in AASHTO M 300 Sections 4.2.1, 4.2.2, 4.3.1,

and Sections 4.8.2 through 4.8.4, inclusive, will not apply.(d) The adhesion testing shown in AASHTO M 300 Section 7.1 shall be

modified to 5 mm spacing in the cross cut test.(2) Certified test reports from an independent testing laboratory showing that the primer shall qualify for a Class A classification (slip coefficient of 0.33 or greater) when tested according to “Testing Methods to Determine the Slip Coefficient for Coatings used in Bolted Joints” in Appendix A of Specification for Structural Joints Using ASTM A 325 or A 490 Bolts as published by AISC.

Finish SystemCertified test reports from an independent testing laboratory on the mixed urethane paint showing the weight in kg/L and that it shall have a solids content of not less than 57% by volume.

4. All certified test reports shall include the manufacturer’s name, brand name of the paint, date of manufacture, and an infrared spectrum analysis of the paint used in the tests. For multi-component paints, the test reports shall show the exact ratio, by weight, of the components in the final product.

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5. The manufacturer shall provide a sample, and product information, including printed instructions for application.

6. The manufacturer shall furnish a certification for each lot certifying that the materials supplied conform to all the requirements specified and stating that the material is formulated the same as the material tested for manufacturer and brand name approval.

7. When deemed necessary by the Materials Engineer and at a frequency determined by same, samples will be taken and tested on a random basis. These samples must meet all requirements.

8. 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.07/2008

QPL 808.02

ELASTOMERIC BRIDGE BEARINGS

D. S. Brown Company N. Baltimore, OH (419) 257-3561

Dynamic Rubber Company Athens, TX (903) 677-2871

Metal Products, Inc. Jefferson City, MO (573) 635-8556

Scougal Rubber Corp. Seattle, WA. (206) 763-2650

Seismic Energy Products Athens, TX (903) 675-8571

Tobi Engineering Glenview, IL (847) 724-7880

METHOD OF DOCUMENTATION OF ACCEPTANCE: By manufacturer’s Certificate of Compliance, certified laboratory test reports, and mill test reports approved by the Materials Division. These certifications and test reports shall be approved prior to shipment. Each bearing shall be marked in accordance with the requirements of Section 808 of the Standard Specifications and any supplemental specifications or special provisions.

METHOD OF APPROVAL FOR MANUFACTURERS TO BE ADDED TO THE QUALIFIED PRODUCTS LIST: Listed manufacturers must agree to the requirements for certification as listed in the following pages. Failure to follow

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the certification agreement and/or failing test results of random samples will be cause for removing a manufacturer from this QPL.

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07/2008 QPL 808.02

Page 2

AGREEMENT FOR THE ACCEPTANCEOf

ELASTOMERIC BRIDGE BEARINGS

This procedure is applicable to Plain or Steel Laminated Elastomeric Bridge Bearings or to Sliding Elastomeric Bearings. Elastomeric Bridge Bearings will be accepted by the Arkansas Highway and Transportation Department based on the following requirements for manufacturing, inspection, and certification:

All iron and steel materials 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 on 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, or 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.

Manufacturers must be approved by the Arkansas Highway and Transportation Department (AHTD) prior to fabrication of any elastomeric bridge bearings for an AHTD project.

A representative of the Materials Division will review the plant facilities, its operations, testing facilities, and the requirements of this procedure with the Manufacturer.

The bearing manufacturer shall furnish a Certification for each shipment containing a statement that each bearing meets the Specifications (indicate the year of the Standard Specification and any supplemental specifications or special provisions).

A minimum of one copy of the Certification, laboratory test reports, and mill test reports shall be furnished to the Resident Engineer for subsequent submittal to the Materials Division for review and approval. Approval shall be obtained prior to shipment.

The bearing manufacturer shall perform Quality Control inspection and Acceptance Testing in accordance with the minimum requirements detailed below.

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07/2008 QPL 808.02

Page 3

Quality Control by the Manufacturer

The Bearing Manufacturer shall submit a Quality Control Plan for the manufacture of elastomeric bearings to the Materials Division for review and approval. The Plan shall detail the inspection and testing proposed to insure the elastomeric bearings comply with the Standard Specifications and other referenced specifications. The Quality Control Plan shall be submitted sufficiently in advance to allow a complete review by the Engineer.

The Manufacturer shall be responsible for the costs involved in the development and execution of this Quality Control Plan, including testing specified in the Standard Specifications, plans, and in other referenced specifications. Further, the Manufacturer shall be responsible for the cost of the necessary correction of all deficiencies.

Quality control inspection during manufacturing and prior to any repairs shall be performed to assure that bearings meet the referenced specifications. Non-complying bearings shall be rejected and shall be segregated from those conforming to specifications. Those, which are considered repairable, may be repaired and included with the conforming bearings. Test reports submitted for approval shall include a report on bearings which were repaired or rejected.

The Manufacturer shall be responsible for, as a minimum, the following Quality Control items:

1. Maintenance of records for steel used in the manufacture of bearings and maintaining the heat traceability. The Manufacturer shall review mill test reports for compliance with the referenced specification, including the “Buy America” provisions. Records shall be maintained for a minimum of three (3) years.

2. Testing of the elastomer used or obtaining and reviewing test reports from the elastomer manufacturer or acceptable third party to assure the elastomer complies with specifications. The bearing manufacturer shall maintain the lot identity of elastomer used in the manufacture of bearings.

3. Dimensional inspection of finished bearings - individual layer dimensions and placement as well as overall dimensions.

4. The Manufacturer shall maintain records of inspections and shall furnish such records upon request. Inspection records shall be signed and dated.

5. The Manufacturer may perform any additional quality control testing he deems necessary.

07/2008 QPL 808.02

250

Acceptance Testing by the Manufacturer

For acceptance purposes, bearings shall be individually proof loaded and inspected in accordance with the specifications. Records of the proof load tests shall be maintained. Proof loads shall be maintained within 10% of that designated for the prescribed period. For long duration proof tests, loads shall be monitored and recorded at least every ten minutes or, if controlled by automatic equipment, a record shall be maintained. Test reports shall be signed and dated.

For short duration proof tests and long duration proof tests (as appropriate), a certification shall be submitted showing the number of bearings represented, bearing lot number, bearing identification (or appropriate description), number of bearings tested, test dates, and actual proof loads. The certification shall indicate the number of bearings accepted and shall also report any failing bearings.

The Department reserves the right to witness the manufacturer’s Quality Control operations and/or acceptance tests at the point of manufacture, and/or inspect all records of the manufacturer relative to the Quality Control operations and inspection of any bearing. At a frequency determined by the Department, random inspection and testing may be performed by an authorized AHTD inspector. The manufacturer shall notify the Department of manufacturing operations sufficiently in advance to provide an opportunity for inspection.

The Department reserves the right to reject any bearing which fails to conform to the referenced specifications, either in the manufacturing plant or at the project site.

Please acknowledge agreement to the above requirements by signing and returning a copy of the letter for our producer files.


Signature :____________________________ Date: ___________________________



07/2008 QPL 809.021

251

PREFORMED BRIDGE JOINT SEAL

D. S. Brown Company North Baltimore, OH Watson-Bowman & Acme Corp. Amherst, NY

Method of Documentation of Acceptance: Acceptance by the manufacturer's submittal of drawings showing proposed seal dimensions and tolerances, including distance from roadway surface to seating lugs to provide clearance from surface to top of seal(drawings approved by Bridge Engineer). The brand and manufacturer if not listed above must be approved prior to use.

Method of Approval for Materials to be added to this Qualified Products List:1. Qualification of a preformed joint seal manufacturer is based on the submittal of drawings showing proposed seal dimensions and tolerances, including recommended clearance from the roadway surface, and test results from a recognized laboratory.



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07/2008 QPL 809.022

NEOPRENE STRIP JOINT SEAL

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Neoprene Strip Seals - A2R Series D. S. Brown Company (A2R-200, A2R-SEAL, A2R-XTRA Rails - SSA2, SSE2, SSCM2)

Wabocrete Strip Seal Watson-Bowman & Acme Corp. Type A3, SE Series

Method of Documentation of Acceptance: Acceptance of joint seal is by shop drawings supplied for each job/use by the manufacturer. The shop drawings shall indicate the type, location, and details of the mechanical devices needed to compress the joint to its required width based on the ambient temperature at the time of erection. After the armored joint has been set to its proper line and grade and securely attached in accordance with the drawings, the mechanical devices shall be removed and become the property of the fabricator of the armored joint.The neoprene strip seal shall be inserted in one piece across the bridge deck when the entire joint has been completed. The strip seal shall be installed in accordance with manufacturer's recommended construction methods. The brand and manufacturer if not listed above must be approved prior to use.

Method of Approval for Materials to be added to this Qualified Products List: 1. Qualification of a neoprene strip seal manufacturer is based on the submittal of drawings showing proposed seal dimensions and tolerances, including distance from the roadway surface. Steel extrusions shall conform to the requirements of ASTM Designation A 588. Neoprene strip seal shall be an extruded neoprene material meeting the requirements of ASTM D 2628 modified to omit the recovery test and compression - deflection test. Seal test results from a recognized laboratory shall accompany the product information.The lubricant adhesive shall also be recommended by the manufacturer. The strip seal system will be approved by the Department's Bridge Design Division.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

07/2008 QPL 809.022 Page 2

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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. The armored joint with neoprene strip seal shall be shop assembled and delivered to the job site ready for installation.Shop drawings shall be required for each job/use. The shop drawings shall indicate the type, location, and details of the mechanical devices needed to compress the joint to its required width based on the ambient temperature at the time of erection. After the armored joint has been set to its proper line and grade and securely attached in accordance with the drawings, the mechanical devices shall be removed and become the property of the fabricator of the armored joint.The neoprene strip seal shall be inserted in one piece across the bridge deck when the entire joint has been completed. The strip seal shall be installed in accordance with manufacturer's recommended construction methods.3. When deemed necessary by the Materials Engineer and at a frequency determined by him, random samples will be taken and tested.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 810.02

CLOSED CELL JOINT FILLERS AND ADHESIVES

Product Manufacturers

255

Metazeal AJ Chase Construction ProductsPhyzite 380 401 New Karner RoadEva-Pox Bonder No.1 (down to -1°C ,30°F) Albany, New York 12205

518-344-7777

Closed cell joint fillers are generally fabricated of layers of material bonded together. The manufacturers' installation procedures are that the closed cell joint filler be installed so the seams between layers are horizontal (parallel to the bridge deck). Method of Documentation for Acceptance. By brand and manufacturer.


1. The manufacturer will provide Materials Division with a notarized test report from a recognized laboratory covering the material. Accompanying this report will be a statement of compliance to Arkansas Highway and Transportation Department's Standard Specification Section 810.

2. Sample(s) shall be submitted to Materials Division for further testing and evaluation.

3. A signed letter of agreement must be on file with Materials Division.



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07/2008 QPL 812.02

BRIDGE NAME PLATES TYPE C & D


257

Type C & D Bronze American Bronze Craft, Inc. P. O. Box 356

Judsonia, AR. 72801

Type C & D Bronze Matthews International Corp. Memorial Division 501 Lincoln St. Searcy, AR. 72143

Method of Documentation of Acceptance:

Cast Aluminum Plates: By brand and manufacturer. Aluminum plates shall comply with the requirements of ASTM B 26, Alloy SG-70A, Condition T6.(Cast Aluminum Name Plates are not allowed on jobs let under Standard Specifications for HIGHWAY CONSTRUCTION, Edition of 2003.)

Bronze Plates: By brand and manufacturer.

Method of Approval for Materials to be added to this Qualified Products List:Detailed design drawings must be submitted for approval. The manufacturer will provide the Materials Division with notarized test reports from a recognized laboratory listing actual results from testing production samples of the material. Accompanying this report will be a statement from the manufacturer indicating compliance with AHTD Standard Specification Section 812.02. The material for bronze plates shall comply with the following chemical requirements.

Copper 80.0 to 89.0% Tin 3.0 to 15.0 Lead 0 to 3.0 Iron 0 to 0.25% Nickel 0 to 1.0% Sulfur 0 to 0.05% Zinc 0 to 5.0% Phosphorus 0 to 1.0% Antimony 0 to 0.75%

07/2008 QPL 812.02Page 2

Bronze plates shall have a statuary finish. Random samples may be taken by the Department for evaluation. Material failure in the laboratory or poor field performance may be considered sufficient reason to

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discontinue acceptance of material from the manufacturer, determination of which shall be by the Materials Engineer.

707/2008 QPL 815.02

DAMPPROOFING AND MEMBRANE WATERPROOFING MATERIALS Type A & B Membranes or Dampproofing

ASPHALT PRIMERS Products Suppliers

259

FORTRESS 5302 Brewer Company Primer Wickliffe DivisionFORTRESS ASPHALT PRIMER 30060 Lakeland Blvd. Wickliffe, OH 44092 1-800-394-0086

ASPHALT-TREATED COTTON FABRIC Suppliers

FORTRESS 9400 Brewer Company(Identified by 94###, Last three Wickliffe Division numbers are roll width and length 30060 Lakeland Blvd. codes) Wickliffe, OH 44092 1-800-394-0086 ASPHALT-TREATED FELT (ASTM D 226/ D 4869) ASTM D 226 Type I (15 lb.) / D 4869 Type II(#15)

Products Supplier15 ASTM Tarco


ASTM D 226 Type I I** (30 lb.) / D 4869 Type IV(#30S) 30 ASTM Tarco


ASPHALT FOR MOPPING ABOVE GROUND None Approved

**Type II only for 2003 Std. Spec. jobs.

07/2008 QPL 815.02 Page 2

ASPHALT FOR MOPPING BELOW GROUND None Approved

TYPE C POLYETHYLENE LAMINATED ASPHALT MASTIC MATERIAL

260

Products SuppliersBituthene Low Temperature Membrane W.R. Grace & Company P-3000 Primer P.O. Box 226306

Bituthene Mastic or Liquid Membrane Dallas, TX 75222Bituthene 3000 Membrane P-3000 Primer

Bituthene Mastic or Liquid MembraneBituthene 4000 Membrane System 4000 Surface Conditioner

Bituthene Mastic or Liquid Membrane

ConSeal CS-212 (membrane) Concrete Sealants, Inc. ConSeal CS-50 (primer) P.O. Box 176ConSeal CS-75 (primer) New Carlisle, OH 45344 ConSeal CS-102 (mastic)

Mel-Rol Waterproofing Membrane W.R. MeadowsMel-Prime Water Based Primer P.O. Box 7752Mel-Prime V.O.C. Primer -Solvent Ft. Worth, TX 76111Pointing Mastic 817-834-1969Mel-Rol Liquid Membrane (LM)

Polyguard 650 Membrane Polyguard Products Inc Polyguard 650LT Primer P.O. Box 755 Polyguard 650 Mastic Ennis, Texas 75120 800-541-4994

TYPE D ONE-PART, COLD-APPLIED, ASPHALT MODIFIED URETHANES Product Suppliers

CCW-525 VG Carlisle Coatings & Waterproofing, Inc.

P.O. Box 1600 Sapulpa, OK. 74067-1600

HLM 5000 T Sonneborn / ChemRex, Inc.(Sonneborn HLM 5000 T) 889 Valley Park Drive

Shakopee, Minnesota 553791-800-243-6739

07/2008 QPL 815.02 Page 3

TYPE E FIBER MODIFIED ASPHALT COMPOUNDS Product SuppliersKoch #5972 Medium-bodied Liquid Koch Materials Company Asphalt Fibered Emulsion P.O. Box 9990Koch #5984 Heavy-bodied Liquid Wickliffe, OH 44092

261

Asphalt Fibered Emulsion 216-944-3370Koch #5941 Superior Flashing Cement

OTHER APPROVED TYPES Products SuppliersBlack Hawk Plastic Roofing Cement Innovative Adhesives Co.Black Hawk 705M 450 Funston RoadBlack Hawk 708 Kansas City, KS 66115-1214 1-800-456-8556

Trowel-Mastic W.R. Meadows P.O. Box 7752 Ft. Worth, TX 817-834-1969



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.



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