7-21-2008
(IF USING WORD 2003-HYPERLINK TO QPL BY HOLDING Ctrl & Click QPL)
QUALIFIED PRODUCTS LIST
301.02**
303.02
400.04
Lime
(Re-Certify in February 2009)
Aggregate Suppliers
Hot Mix/Cold Mix Asphalt Producers for Maintenance
Page
7
11
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
404.041
404.042
Asphalt Mix Design Laboratories (Superpave)
Hot Mix Asphalt Producers
Asphalt Extraction Solvents and Asphalt Wash Solvents
29
33
35
(Re-Certify in April 2009)
409.03
Silicone Additives For Asphalt Cement
39
(Re-Certify in April 2009)
410.06
501.02
501.021
501.023
501.031
501.032
501.033
501.034
501.035
501.036
501.037
501.04
505.02
507.03
604.02
Release Agents for Use in Dump Beds Hauling Hot Mix Asphalt
(Re-Certify in April 2009)
Fly Ash
(Re-Certify in June 2009)
Ground Granulated Blast-Furnace Slag (Re-Certify in June 2009)
Modified Portland Cement (Re-Certify in June 2009)
Portland Cement (Re-Certify in June 2009
Air-Entraining Agent for PC Concrete (Re-Certify in June 2009)
Retarding Admixtures for PC Concrete (Re-Certify in June 2009)
Preformed Expansion Joint Fillers (Re-Certify in June 2009)
Backer Rod for Joint Sealing (Re-Certify in June 2009)
Concrete Joint Sealers (Re-Certify in June 2009)
Curing Compound for PC Concrete (Re-Certify in June 2009)
Ready Mix Concrete Plants
Expansion Joint Filler (AASHTO M 213) (Re-Certify in June 2009)
Polyester/Epoxy Resin Systems (Re-Certify in June 2009)
Construction Raised Pavement Markers(CRPM)
41
45
49
53
57
61
65
69
71
73
77
83
87
89
93
(Re-Certify in August 2009)
604.021
606.021
606.022
Construction Concrete Barrier Markers (Re-Certify in August 2009)
Precast Concrete Pipe Products
(Re-Certify in August 2009)
Miscellaneous Precast Concrete Products
95
97
101
(Re-Certify in August 2009)
606.023
606.024
606.025
Bitumen/Butyl Rubber Gasket
(Re-Certify in August 2009)
Metal Pipe Culvert
(Re-Certify in August 2009)
Polyethylene Pipe (AASHTO M 294, Type S)
107
109
113
609.02
610.02
(Re-Certify in August 2009)
Manhole Steps (Re-Certify in August 2009)
Miscellaneous Iron Products
(Re-Certify in August 2009)
117
119
1
Page
611.02
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
618.02
619.02
620.02
625.02
626.02
634.03
637.02
638.02
641.02
645.02
704.02
704.03
708.02
711.02
713.02
718.02
718.021
719.02
720.02
Plastic Guardrail Blockouts (Re-Certify in August 2009)
Guardcable (Re-Certify in August 2009)
Fence Materials (Re-Certify in August 2009)
Non-Asphalt Tackifiers (Re-Certify in August 2009)
Geotextile Fabric
(Re-Certify in August 2009)
Erosion Control Matting (Re-Certify in August 2009)
Joint Sealer for Curb & Gutter (Re-Certify in August 2009)
Mailbox Supports (Re-Certify in August 2009)
Aluminum Epoxy Paint (Re-Certify in August 2009)
Cast-In-Place Tactile Panels (Re-Certify in August 2009)
Retaining Walls and Modular Block Walls (Re-Certify in August 2009)
Preformed Detector Loops (Re-Certify in October 2009)
Traffic Loop Wire Sealants (Re-Certify in October 2009)
Communication Cable C.G. (PR/AWG) (Re-Certify in October 2009)
Concrete Pull Boxes (Re-Certify in October 2009)
Span Wire-Traffic Signal (Re-Certify in October 2009)
Glass Beads for Traffic Paint & for Thermoplastic Markings
(Re-Certify in October 2009)
Pavement Marking Paint (Re-Certify in October 2009)
Thermoplastic Pavement Markings (Re-Certify in October 2009)
Permanent Pavement Marking Tape
[Retroreflective Preformed Pavement Marking(RPPM)]
129
131
133
137
139
147
151
153
155
157
159
163
165
167
169
173
175
177
179
183
(Re-Certify in October 2009)
721.02
722.02
723.02
801.02
802.022
802.18
Raised Pavement Markers & Adhesives (Re-Certify in October 2009) 187
Plowable Pavement Markers & Adhesives (Re-Certify in October 2009) 189
Reflective Sheeting (Re-Certify in October 2009)
191
Prefabricated Drainage Systems
(Re-Certify in December 2009)
195
Precast/Prestressed Concrete Products (Re-Certify in December 200) 197
Felt Joint Materials and Felt Bearing Pads
199
802.19
803.021
Concrete Surface Finishes (Re-Certify in December 2006)
Class 1 Protective Surface Treatment for Concrete
(Re-Certify in December 200)
201
203
(Re-Certify in December 2009)
803.022
Class 2 Protective Surface Treatment for Concrete
205
(Re-Certify in December 2009)
803.023
804.02
Class 3 Protective Surface Treatment for Concrete
Re-Certify in December 2009)
Reinforcing Steel(Uncoated and Epoxy Coated Bars)
Re-Certify in December 2009)
2
209
211
Page
804.07
805.02
807.01
807.02
807.05
807.26
807.66
807.76
Mechanical Rebar Splices (Re-Certify in December 2009)
Steel H-Pile Driving Points (Re-Certify in December 2009)
Structural Steel Fabricators (Re-Certify in December 2009)
Stud Shear Connectors (Re-Certify in December 2009)
Welding Materials (Re-Certify in December 2009)
Approved Facilities for Certification of Welders
(Re-Certify in December 2009)
Nonshrink Grout
(Re-Certify in December 2009)
Structural Steel Paint System -Primer/Tie Coat/Urethane
217
219
221
223
225
231
233
237
(Re-Certify in December 2009)
808.02
809.021
809.022
810.02
Elastomeric Bridge Bearings (Re-Certify in December 2009)
Preformed Bridge Joint Seals (Re-Certify in December 2009)
Neoprene Strip Joint Seal (Re-Certify in December 2009)
Closed Cell Joint Fillers and Adhesives
241
245
247
249
(Re-Certify in December 2009)
812.02
815.02
Bridge Name Plates Type C & D (Re-Certify in December 2009)
Dampproofing and Membrane Waterproofing Materials
251
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 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.
3
4
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.
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.
5
Product Certification:_____________________________
Product Name
This is to certify that ( Brand Name and Type of Material
) manufactured
by (
)
meets
or
exceeds
the
Arkansas
Highway and
Company Name
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 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: ______________________
6
07/2008
QPL 301.02
LIME
(HYDRATED AND QUICK LIME FOR SOIL MODIFICATION
or
LIME TREATED SUBGRADE)
ARKANSAS LIME CO.
P.O. BOX 2356
BATESVILLE, ARKANSAS 72501
CHEMICAL LIME COMPANY
P.O. BOX 473
CLIFTON, TEXAS 76634
FALCO LIME INC.
1543 HAINING ROAD
VICKSBURG, MISSISSIPPI 39180-9069
MISSISSIPPI LIME CO.
P.O BOX 31
ST. GENEVIEVE, MISSOURI 63670
TEXAS LIME CO.
P.O. BOX 851
CLEBURNE, TEXAS 76031
U S LIME COMPANY - ST. CLAIR
P.O. BOX 160
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.
7
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.
8
07/2008
QPL 301.02
Page 3
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: ___________________________
9
10
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
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
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
VULCAN –GRAND RIVER QUARRY (formerly REED QUARRY)
GILBERTSVILLE, KY
KY
1
LIMESTONE
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
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
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
SMITH BUSTER
SAWYER, OK.
OK
3
SANDSTONE
X
X
X
SMITH COUNTY (HMB) QUARRY
DEQUEEN, AR 2 MI EAST JUCT 70 & 71 ON HWY 71
66
3
SANDSTONE
X
X
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
X
X
X
X
APAC ARKANSAS ARKOLA, JENNY LIND QUARRY
JENNY LIND, AR, 1 MI E. HWY 71
65
4
SANDSTONE
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
APAC ARKANSAS ARKOLA, SAND & GRAVEL
SPIRO, OK
OK
4
SANDSTONE
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
APAC AR MCCLINTON ANCHOR WEST FORK QUARRY
WEST FORK , AR (COLD MIX ONLY)
72
4
LIMESTONE
CHRISMAN QUARRY
ALTUS, AR, 1.25 MI E OF JCT I-40 & 186 ON CO. RD.
24
4
SANDSTONE
X
CHRISMAN QUARRY
RATCLIFF, AR, HWY. 22 1 MI N. ON CO. RD. @ RATCLIFF
42
4
SANDSTONE
X
LOGAN CO. MATL. SCHWARTZ QUARRY
MIDWAY, AR, 1.25 MI N. OF HWY 22 ON 109
42
4
SANDSTONE
MARTIN MARIETTA (MERIDIAN) HERZOG
HATTON, AR, 0.5 MI E. OF HWY 71 ON CO. RD.
57
4
NORTHWEST ARKANSAS QUARRIES, LLC
SONORA, AR, 2 MI N ON CO. RD.
72
OUACHITA ROCK
POLK COUNTY AR. ON BIG FORK CREEK
PINE BLUFF SAND AND GRAVEL, RIVER MT. QUARRY
ARKANSAS QUALITY STONE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TUFF
X
X
X
X
X
X
X
4
LIMESTON
X
X
X
X
X
X
X
57
4
CHERT/GRVL
X
X
X
X
DELAWARE, AR, MI N. OFF HWY 393 ON CO./RD.
42
4
SANDSTONE
X
X
X
X
X
X
X
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
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
AGGREGATES
DISTRICT #5 SOURCES CONTINUED NEXT PAGE
11
X
QPL 303.02
SUPPLIER
LOCATION
CO.
DIST.
MATERIAL
QUALIFIED MATERIAL
5
DOLOMITE
73
5
SANDSTONE
X
X
X
X
32
5
LIMESTONE
X
X
X
X
X
X
X
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)
OUACHITA SAND & GRAVEL
ROGERS GROUP, INC. CABOT QUARRY
JONES MILL, AR, 4 MI N. I-30 ON HWY 270
MALVERN, AR. SOUTH JCT HWY 84 & I-30
CABOT, AR, HWY 5, 1 MI N. JCT. HWY 5 & 67
30
30
43
6
6
6
SANDSTONE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ARKANSAS GRAVEL
B & B GRAVEL AND TRUCKING CO.
JOHNSVILLE SAND & GRAVEL CO.
HAMPTON, AR. BRADSHAW MINE
EAGLE MILLS / HOLLY SPRINGS, AR., 1 MI. S. LFT ON HWY 9
JOHNSVILLE, AR, 1 MI S. HWY 160 ON CO. RD. 56
7
52
6
7
7
7
GRAVEL
X
X
X
X
X
X
X
GRAVEL
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
X
ROGERS 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
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
X
CARROLL 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
FLIPPIN SAND & GRAVEL (CROOKED CK.) WOODS PIT
BERRYVILLE, AR, 2 MI E. ON HWY 62 (ACROSS FROM R&R QUARRY)
8
9
DOLOMITE
X
X
X
X
FLIPPIN, AR, 1 MI E. ON HWY 62 S. ON CO.RD.7041 ON WOODS
PROP.
PICHER, OK
45
9
GRAVEL
OK
9
CHERT/STO.
X
X
X
X
ROCKY RIDGE QUARRY
25
SOUTH SIDE MATERIALS. (ROCKY POINT)
ELIZABETH, AR. 3 MI S. E. POST OFFICE ON CO. RD. 2 LEFT
CO. RD. 97
BEEBE, AR. EXIT 31 HWY 167, 3 MI. N. ON HWY 31, 267 SPUR 1 MI.
TO BLUE HOLE ROAD
SOUTH SIDE, AR., 7 MI S. BATESVILLE, AR. ON HWY 167
VULCAN (R. P. -S.A.M.)
ROGERS GROUP, BEEBE QUARRY
FLINT ROCK PRODUCT ADMIRIL “T” MINE
12
GRAVEL
SANDSTONE
GRAVEL
X
X
X
X
X
X
X
X
X
X
07/2008
QPL 303.02
SUPPLIER
LOCATION
CO.
DIST.
MATERIAL
NO.
TYPE
QUALIFIED MATERIAL
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
X
X
X
X
X
X
X
X
X
X
X
X
LESLIE, AR.
65
9
LIMESTONE
M.L.H. QUARRY (LICK CREEK)
GAINESVILLE, MO.
MO
9
GRAVEL
X
X
X
X
X
X
L & N HOLSTEAD QUARRY
X
MT. HOME R/M (CROOKED CRK)
YELLVILLE, AR, E OF YELLVILLE ON CROOKED CK.
45
9
GRAVEL
X
X
NORTH CENTRAL ARKANSAS QUARRY
BUFORD, AR, 6 MI. S. MT.HOME ON HWY. 126
45
9
DOLOMITE
X
X
RAINS CONTRACTING BEAR CREEK QUARRY
BEAR CREEK SPRINGS, AR,
05
9
LIMESTONE
ROGERS GROUP QUARRY
LOWELL, AR, 4 MI E. ON HWY 264
72
9
LIMESTONE
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
HECKETT MULTISERV
ARMOREL, AR. (Plants 49 & 54)
47
10
SLAG
X
**
**Class 1
&
Class 2
X
HEDGER AGGREGATES (141)
JONESBORO, AR, 2.3 MI N. ON HWY 141
16
10
GRAVEL
JET MATERIALS
POCAHONTAS, AR, 3.5 MI N. ON HWY 251 W. ON CO.RD.
61
10
DOLOMITE
MARTIN MARIETTA (MERIDIAN) NORTH QUARRY
BLACK ROCK, AR, 4 MI N. ON HWY 63, NORTH SIDE
38
10
RAZOR ROCK HARRISBURG PIT PLANT 671
WHITEHALL, AR, 1.9 MI N. ON HWY 1, 1.55 MI E. ON FARM HILL RD.
56
RAZOR ROCK HARRISBURG PIT #2 PLANT 673
RAZOR ROCK JONESBORO PLANT 675
WHITEHALL, AR, 1.9MI N ON HWY 1, 1.3 MI E. ON FARM HILL RD
JONESBORO, AR, 2.7 MI N JCT HWY 49 & 63 ON 63
**
X
X
X
X
X
X
X
DOLOMITE
X
X
X
X
X
X
X
10
GRAVEL
X
X
X
X
56
16
10
10
GRAVEL
GRAVEL
X
X
X
X
X
X
X
X
RAZOR ROCK PARAGOULD PLANT 676
28
10
GRAVEL
X
X
X
X
SOUTHEAST MISSOURI STONE (DELTA)
MO
10
LIMESTONE
11
10
GRAVEL
X
X
X
X
38
10
DOLOMITE
X
X
X
X
X
X
TRI - COUNTY SAND& GRAVEL
VULCAN (BLACK ROCK QUARRY)
KNOB, AR 2.9 MI S.E. HWY141 ON CO. RD.406 1.3 MI S. ON CO. RD.
413
BLACK ROCK, AR, 3 MI N. ON HWY 63
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, CONTACT
MATERIALS DIVISION AT (501) 569-2187.
13
X
X
07/2008
QPL 303.02
FINE AGGREGATE SUPPLIERS
SUPPLIER
APAC TENNESSEE
BRICKEY’S STONE
MEMPHIS STONE & GRAVEL, INC.
METRO MATERIALS
MISSISSIPPI LIMESTONE
TOWER ROCK
VULCAN MATERIALS
J.J. FERGUSON (BLACK HAWK PIT)
PINE BLUFF SAND & GRAVEL
SOUTHEAST GRAVEL-SMITH PIT
TXI AGGREGATES (LA IND.)
BLUE BAYOU SAND & GRAVEL
COSSATOT MATL'S INC.
CROW AGGREGATES
GARLAND S & G
HANSON AGGREGATES
SMITH BUSTER
APAC ARKANSAS ARKHOLA, POOLS 12 -14
APAC ARKANSAS ARKHOLA
APAC ARKANSAS ARKHOLA
APAC ARKANSAS McCLINTON-ANCHOR
APAC ARKANSAS McCLINTON-ANCHOR
ARKHOLA SAND & GRAVEL
MUSKOGEE SAND CO.
OZARK MATL. CO. GUTHRIE ISLAND
PINE BLUFF SAND & GRAVEL
SPIRO SAND & GRAVEL
ARKMO SAND & GRAVEL
EDWARDS BROS.
GALLOWAY SAND & GRAVEL
MIDWEST LIME CO.
PRYOR MT. QUARRIES INC.
SCURLOCK AGGREGATES, INC.
SOUTHSIDE MATERIALS
VULCAN MATERIALS
VULCAN MATERIALS
WEBCO MINING
CENTRAL ARKANSAS SAND
3M (DONNA FILL)
E.C.ROWLETT
GRANITE MT.
JEFFREY SAND CO.
KENNERLY PIT
MARTIN MARIETTA
OUACHITA SAND AND GRAVEL
ROGERS GROUP
LOCATION
BIRDEYE, AR
BLOOMSDALE, MO
HERNANDO, MS.
MEMPHIS, TN.
FRIAR’S POINT, MS.
STE. GENEVIEVE, MO
GILBERTSVILLE, KY
GREENWOOD, MS.
PINE BLUFF, AR
STAR CITY, AR.
PERRYVILE, LA
NASHVILLE, AR
LOCKSBURG, AR
LOCKSBURG, AR
GARLAND, AR.
WILTON, AR
SAWYER, OK
FORT SMITH/VAN BUREN, AR
JENNY LIND, AR
VAN BUREN, AR
HINDSVILLE, AR
WEST FORK, AR
MUSKOGEE, OK (ARKANSAS
RVR E. HWY 69)
MUSKOGEE, OK (ARKANSAS
RVR W. HWY 69)
OZARK, AR
DELAWARE, AR
SPIRO, OK
NEWARK, AR
LACROSSE, AR
BATESVILLE, AR
BATESVILLE, AR
PEARSON, AR
POSSUM GRAPE, AR.
SOUTHSIDE, AR.
JUDSONIA, AR
FLOYD, AR
EL PASO, AR
NORTH LITTLE ROCK, AR
LITTLE ROCK, AR
MAUMELLE, AR
SWEET HOME, AR
NORTH LITTLE ROCK, AR
MALVERN, AR
JONES MILL, AR
MALVERN, AR
CABOT, AR
14
CO.
19
MO
MS
TN
MS
MO
KY
MS
35
40
LA
31
66
66
46
41
OK
65
65
65
72
72
OK
DIST
1
1
1
1
1
1
1
2
2
2
2
3
3
3
3
3
3
4
4
4
4
4
4
PCCP
X
X
ACHM
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OK
4
X
X
24
42
OK
32
33
32
32
12
34
32
64
73
73
60
60
60
60
60
30
60
30
43
4
4
4
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
6
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
07/2008
SUPPLIER
B & B GRAVEL CO.
HANSON AGGREGATES
JOHNSVILLE SAND & GRAVEL CO.
STANDARD GRAVEL CO. TRIANGLE PIT
CHRISMAN
DUFFIELD
DUFFIELD
JEFFREY SAND CO.
LENTZ CONSTRUCTION CO.
LENTZ CONSTRUCTION CO.
PYRAMID ROCK (ROGERS GROUP)
ROBINSON INC.
ROGERS GROUP
ROGERS GROUP
APAC ARKANSAS McCLINTON-ANCHOR
APAC ARKANSAS McCLINTON-ANCHOR
APAC ARKANSAS McCLINTON-ANCHOR
APAC ARKANSAS McCLINTON-ANCHOR
BENTON CO. STONE
BINGHAM SAND & GRAVEL - OTTAWA
MINE
CARROLL CO. STONE
EVERTON SAND (CRUSHED APAC – VALEY
SPRINGS)
FLINT ROCK PRODUCTS – ADMIRAL “T”
JOURNAGAN CONST
JOURNAGAN CONST.
JOURNAGAN CONST.
JOURNAGAN CONST.
KING SAND & GRAVEL
RAINS CONSTRUCTION BEAR CREEK
ROGERS GROUP
TWIN LAKES
YEARY SAND & GRAVEL
CAPITOL QUARRY
DRUM WRIGHT PIT GREENFIELD
HEDGER AGGREGATES
JET MATERIALS
MARTIN MARIETTA
MERIDIAN AGGREGATE INC.
MUSIK PIT (DELTA ASPHALT)
RAZOR ROCK HARRISBURG PIT PLANT 671
RAZOR ROCK JONESBORO PLANT 675
RAZOR ROCK PARAGOULD PLANT 676
VULCAN MATERIALS
QPL 303.02
LOCATION
EAGLE MILLS, AR
EAGLE MILLS, AR
JOHNSVILLE, AR
EAGLE MILLS, AR
CLARKSVILLE, AR
RUSSELLVILLE, AR
GUM LOG, AR
CONWAY, AR
CONWAY, AR
MORRILTON, AR
GREENBRIER, AR
RUSSELLVILLE, AR
TOAD SUCK, AR
GREENBRIER, AR
AVOCA, AR
BELLA VISTA, AR
LOWELL, AR
VALLEY SPRINGS, AR
GRAVETTE, AR
PICHER, OK
BERRYVILLE, AR
EVERTON, AR
PICHER, OK
HARRISON, AR
FORUM, AR
HOLLISTER, MO
OMAHA, AR
MOUNTAIN HOME, AR
BEAR CREEK SPRINGS, AR
LOWELL, AR
MT. HOME, AR
TANEYVILLE, MO.
POWHATAN, AR
HARRISBURG, AR
JONESBORO, AR
POCAHONTSAS, AR.
BLACK ROCK, AR
BLACK ROCK, AR
BASSETT, AR
WHITEHALL, AR
JONESBORO, AR
PARAGOULD, AR
BLACK ROCK, AR
CO.
52
52
6
52
36
58
58
23
23
15
23
58
53
23
4
4
4
5
4
OK
DIST
7
7
7
7
8
8
8
8
8
8
8
8
8
8
9
9
9
9
9
9
PCCP
X
X
X
X
8
5
9
9
X
X
OK
5
41
MO
5
45
5
72
3
MO
38
56
16
61
38
38
47
56
16
28
38
9
9
9
9
9
9
9
9
9
9
10
10
10
10
10
10
10
10
10
10
10
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ACHM
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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.
15
16
07/2008
QPL 400.04
CERTIFIED SUPPLIERS
of
HOT MIX ASPHALT / COLD PLANT MIX ASPHALT PRODUCERS
for
MAINTENANCE SUPPLY CONTRACTS ONLY
The 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
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.
17
07/2008
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.
QPL 400.04
Page 2
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.
18
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 Asphalt
for
Maintenance Supply Contracts only
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;
19
07/2008

QPL 400.04
Page 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
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: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________
20
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
- Vicksburg, MS. (Terminal) -PG64-22
Lion 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,
PG76-22
NuStar 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)-PG64-22
SemMaterials, 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) -PG64-22
Sinclair Tulsa Refining Company
- Tulsa, OK. -PG64-22
Valero 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
21
07/2008
QPL 403.03
Page 2
PG 67-22
PG 67-22 asphalt binder shall be production straight run binder.
Property
Specification
Test Method
Original Binder
Flashpoint Temperature
Minimum 230ºC
AASHTO T 48
Rotational Viscosity
Maximum 3 Pa·s@ 135ºC
AASHTO T 316
Dynamic Shear G*/sin 
Minimum 1.00 kPa @ 67ºC
AASHTO T 315
@ 10 rad/sec
Rolling Thin Film Oven Residue (AASHTO T 240)
Mass Change
Maximum 1.00%
AASHTO T 240
Dynamic Shear G*/sin 
Minimum 2.20 kPa @ 67ºC
AASHTO T 315
@ 10 rad/sec
Pressure Aging Vessel Residue (AASHTO R 28)
PAV Aging Temperature
100ºC
AASHTO R 28
Dynamic Shear G* x sin 
AASHTO T 315
Creep Stiffness, S
Maximum 5000 kPa @ 26.5ºC
@ 10 rad/sec
Maximum 300 MPa @ -12ºC
m-value
Minimum 0.300 @ -12ºC
AASHTO T 313
Cutback Asphalts:
APAC - Missouri
AASHTO T 313
- Springfield, MO. – MC-30,MC-250,
MC-800, MC-3000
Coastal Energy Corporation
- Miller, MO. – MC-30,MC-250, MC-800
Ergon 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-3000
SemMaterials, L.P.
- Catoosa, OK. - MC-30, MC-70, MC-250,,
(formerly Frontier Terminal & Trading Co.) MC-800, MC-3000
SemMaterials, L.P.
- New Madrid, MO. - MC-30, MC-250,
(formerly Koch Materials Company)
MC-800, MC-3000
22
07/2008
QPL 403.03
Page 3
Asphalt Emulsions:
Coastal Energy Corporation
- Miller, MO. – SS-1, CRS-2, CRS-2L
Ergon 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
- 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.
23
07/2008
QPL 403.03
Page 4
PROCEDURE AGREEMENT: Asphalt materials are accepted for use on Arkansas
Highway and Transportation Department projects based on certification by the
producer. The listed producers have agreed to requirements for certification
acceptance as follows:
CERTIFICATION AGREEMENT
PERFORMANCE GRADED ASPHALT BINDER, CUTBACK ASPHALTS, AND EMULSION ASPHALTS
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 and
of 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.
24
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 or
3) The location of the hot mix plant where it was blended.
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 emailed to the Materials Division (materials@arkansashighways.com). 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: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: ______________ Email Address: ______________________
25
26
07/2008
QPL 404.011
ANTI-STRIP ADDITIVES
FOR
HOT MIX ASPHALT
Brand of Agent
Ad-here
Ad-here LA-2
Ad-here HP+
Ad-here LOF 65-00
Ad-here LOF 65-00LS
Supplier
Arr-Maz Products, Inc.
621 Snively Avenue
Winterhaven, Fla. 33880
1-800-357-1283
HPM Hotmix Pavement Modifier
Unique Paving Materials Corp.
3993 East 93rd Street
Cleveland, Oh. 44105
(800) 441-4880
Kling Beta 2550 (HM)
Kling Beta 2912
Kling Beta LV
Akzo Nobel Surface Chemistry LLC
P. O. Box 7677
Waco, Texas 76714 - 7677
1-800- 283- 7226
Morelife 300
Morelife 2200
Morelife 3300
Pave Bond Lite
MeadWestvaco - Chemical Division
Box 118005
Charleston, S. C. 29423-8005
1-843-746-8116
Pavegrip 550
PreTech Industries, Inc.
P.O. Box 2026
New Castle, New Hampshire 03854
Perma-Tac Plus
Perma-Tac 99
Akzo Nobel Surface Chemistry LLC
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.
27
07/2008
QPL 404.011
Page 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 be
added to QPL: The manufacturer shall supply a liter (quart) sample along with
product information to the Materials Division.
28
07/2008
QPL 404.013
AHTD APPROVED ASPHALT MIX DESIGN LABORATORIES
(Superpave)
APAC-ARKANSAS, INC.
McClinton Anchor Division
P.O. Box 1367
Fayetteville, Arkansas 72701
(479) 521-3550
FAX (479) 521-2826
Mr. Lindell Jameson
APAC-MISSISSIPPI/Delta Division
2559 Harbor Front Road
Greenville, Mississippi 38701
(662) 378-8481
Mr. Mark Wooley
APAC-TENNESSEE, INC.
P.O. Box 112
Memphis, Tennessee 38101
(Labs at Memphis, Tn. & West Memphis, Ar.)
(901) 947-5600
FAX (901) 947-5699
Mr. Matt Carden
ARKHOLA SAND & GRAVEL, CO.
Division of APAC - Arkansas, Inc.
P.O. Box 1627
523 Garrison Avenue
Fort Smith, Arkansas 72902-1627
(479) 788-6352
Mr. Michael E. Bailey
ATLAS ASPHALT, INC. - Batesville Division
P.O. Drawer 2236
Batesville, Arkansas 72503
(870) 793-4581
Mr. Rick Rose
CONSTRUCTION MATERIALS TESTING SERVICES, INC.
246 Hemstead 211
Emmet, Arkansas 71835
(870) 777-6767
FAX (870) 246-7396
Mr. Steve Jordan
R.M. COURSON, INC.
P.O. Box 231
431 South Pine
Hamburg, Arkansas 71646
(870) 853-8034
FAX (870) 853-9850
Mr. Wayne Courson
29
07/2008
QPL 404.013
Page 2
CRANFORD CONSTRUCTION CO.
P.O. Box 15010 GMF
North Little Rock, Arkansas 72231
(501) 945-7176
Mr. Steve Cranford
DELTA ASPHALT of ARKANSAS, INC.
P.O. Box 1728
Paragould, Arkansas 72451
(870) 573-6882
Mr. Daryl Masingale
DELTA ASPHALT of ARKANSAS, INC.
P.O. Box 1090
Heber Springs, Arkansas 72543
(501) 362-8227
Ms. Mary M. Fleck
ENGINEERING SERVICES & TESTING, INC. (EST)
201 Industrial Blvd.
Moore, Oklahoma 73160
(405) 912-8378
Mr. Mark Hinderliter
ETTL ENGINEERS and CONSULTANTS, INC.
210 Beech Street
Texarkana, Arkansas 71854
(870) 772-0013
Mr. Danny Rhea
FRANKFORT TESTING LABORATORY
(H.G. Mays Corporation)
P.O. Box 797
Lewis Ferry Road
Frankfort, Kentucky 40602
(502) 223-3254
Mr. R. Scott Quire, P.E.
GRUBBS, HOSKYN, BARTON & WYATT, INC.
Consulting Engineers
P.O. Box 55105
Little Rock, Arkansas 72215-5105
(501) 455-2536
Mr. Mark Barton
R. K. HALL CONSTRUCTION, LTD
3205 Division Street
Texarkana, Arkansas 71854
(870) 779-9380
Mr. Karl Snow
30
07/2008
QPL 404.013
Page 3
JACK WOOD CONSTRUCTION COMPANY, INC.
P.O. Box 297
Russellville, Arkansas 72811
(479) 968-1149
Mr. M.C. Young
JET ASPHALT, INC.
P.O. Box 1567
El Dorado, Arkansas 71731-15657
(870) 863-7801
Mr. Jim Bennett
JOURNAGAN CONSTRUCTION & AGGREGATES
3003 East Chestnut Expressway
Suite 1200
Springfield, Missouri 65802
(417) 830-5376
Mr. Steve Villines
KIEWIT WESTERN CO.
7926 South Platte Canyon Rd.
Littleton, Colorado 80128
(303) 979-9330
Mr. Danny Ellis
LEHMAN-ROBERTS CO.
P.O. Box 550
Friar’s Point, Mississippi 38631
(662) 383-2579
Mr. Dwight Bolen
MADDEN CONTRACTING COMPANY, INC.
P.O. Box 856
Minden, Louisiana 71058-0928
(318) 377-0927
Mr. Steve Milam
MARTIN MARIETTA MATERIALS, INC.
P.O. Box 339
Malvern, Arkansas 72104
(501) 624-3688 Ext. 112
Mr. Loring Knutson
MATERIALS TESTING of ARKANSAS
P.O. Box 23715
Little Rock, Arkansas 72221
(501) 753-2526
Mr. Steve Garrett
MATERIALS TESTING of ARKANSAS
1556 East Emma Avenue
Springdale, AR 72764
479-756-0061
Mr. Steve Garrett
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07/2008
QPL 404.013
Page 4
PALMERTON & PARRISH, INC.
4166 W. Kearney
Springfield, Missouri 65803
(417) 831-3056
FAX (417) 862-0991
Mr. Fred E. Palmerton
PARAGON TECHNICAL SERVICES
390 Carrier Boulevard
Richland, Mississippi 39218
(601) 932-8365
Mr. John Dumas / Mr. Mike Hemsley, Jr.
PINE BLUFF SAND & GRAVEL
P.O. Box 7008
Pine Bluff, Arkansas 71611
(870) 534-7123
Mr. Bryan James
PRI ASPHALT TECHNOLOGIES, INC.
6408 Badger Drive
Tampa, Florida 33610-2004
(813) 621-5777
Mr. Ken Grzybowski
QORE PROPERTY SCIENCES
11420 Johns Creek Parkway
Duluth, Georgia 30097
(770) 476-3555
Mr. Chris Arnold
ROGERS GROUP, INC.
1223 Front Street
Conway, Arkansas 72032
(501) 329-8360
Mr. Eddie Riedmueller
ROGERS GROUP, INC. – CABOT QUARRIES
10302 Highway 5
Cabot, Arkansas 72023
(501) 733-1565
Mr. John Lemmons
SEMMATERIALS, L.P.
P.O. Box 2474
Little Rock, Arkansas 72203
(501) 490-1451
Mr. Darryl Gardner
CONTACT MATERIALS DIVISION FOR PROCEDURES FOR OBTAINING LABORATORY
APPPROVAL.
32
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.
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.
33
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.
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.
34
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 9
Tucker, 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
ASPHALT WASH SOLVENTS
(To Be Used Only As Wash Solvent)
PRODUCT
Extracto Solv
Gold Edge
Superior Solvents & Chemicals, Inc.
2055 East Blaine
Springfield, Missouri 65803
MANUFACTURER
MRO Resources, Inc.
P.O. Box 258
771 Hwy. 247
Morrilton, Arkansas 72110
(501) 477-2322
Environmental Edge Technologies, LLC.
1426 Send Road #1
La Porte, Texas 77571
(218)471-3260
35
07/2008
QPL 404.042
Page 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 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.
36
07/2008
QPL 404.042
Page 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 Road
Little 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
37
38
07/2008
QPL 409.03
SILICONE ADDITIVES FOR ASPHALT CEMENT
PRODUCT
SUPPLIER
Dow Corning 200 Fluid
(12,500 C.S.)
Dow Corning Corporation
Suite 209
6350 LBJ Freeway
Dallas, TX 72540
or
Dow Corning Corporation
Midland, Michigan 48640
General Electric Viscoseal
(12,500 C.S.)
General Electric Co.
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 5723
Arlington, Texas 76005
Union Carbide L-45/12500
Union Carbide Corp.
Specialty Chemicals Div.
39 Old Ridgebury Rd.
Danbury, CT 06817-0001
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
39
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.
40
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
Aqua Slick Kote B
Industrial Oils Unlimited
4120 Planters Road
Fort Smith, Arkansas 72908
AR-92
Emulso Corporation
301 Ellicott Street
Buffalo, New York 14203
Asphalt Release AR-2000
Asphalt Release AR-2001
Franklynn Industries, Inc.
167 Commerce Blvd.
Loveland, Ohio 45140
Asphalt Release Agent 2061
Asphalt Release Agent 5278-2
#2217 Asphalt Release
Asphalt Release Agent 44791
ChemStation of the Ozarks
1213 ESI Drive
Springdale, Arkansas 72764
Asphalt Release Agent 40230
Asphalt Release Agent #82851
ChemStation Mid-South
3145 Bellbrock Center Drive
Memphis, Tennessee 38116
Asphalt Quick Release
Phalt Free
Discovery Chemical, Inc,
2141 Carlyle Drive
Marietta, Georgia 30062
Big Red Chemical Cleaner
Texas Refinery Corporation
One Refinery Place
Fort Worth, Texas 76101
Bioact AR-405
Petroferm, Inc.
2416 Lynndale Road
Fernandina Beach, Florida 32034
Certisuds
Certified Laboratories
P.O. Box 2493
Fort Worth, Texas 76113-2493
Chemsearch Concentrate #0060 Chemsearch
P.O. Box 152170
Irving, Texas 75015
41
07/2008
QPL 410.06
Page 2
Cling Free
Valvoline Co. (Div. of Ashland Inc.)
P.O. Box 14000
Lexington, Kentucky 40512
Det Klean
Det Klean RTU
DC-12 Slip Release
Detco Industries
1375 Thomas G. Wilson Drive
Conway, Arkansas 72032
Diver-Slip
Liqui Lube
Polyslip
Johnson Diversey, Inc. /DuBois Div.
3630 East Kemper Road
Cincinnati, Ohio 45241-2046
Enviro-Slide Ultra
Rhomar Industries, Inc.
2107 E. Rockhurst
Springfield, Missouri 65802
Foam Plus
Phalt Free
Slide Plus
Empire Services
P.O. Box 2234
Roswell, Georgia 30077-2234
LC-Quickslip
The Ransdal Corporation
2765 Eastport Circle
Conway, Arkansas 72034
MRO Resources Slip Soap
MRO Resources, Inc.
P.O. Box 258
Morrilton, AR 72110
Quick Release 2001
The American Lubricants Company
1227 Deeds Avenue, P.O. Box 696
Dayton, Ohio 45401-0696
Release
I. Schneid/ABC Compounding
P.O. Box 16247
Atlanta, Georgia 30321-0247
SD-20
Spartan Chemical Co., Inc.
1110 Spartan Drive
Maumee, Ohio 43537
SL-7587
Chemical Dynamics, Inc.
P.O. Box 2030
Ruston, Louisiana 71273-2030
Slipeazee SB
Rochester Midland
10525 Randleman Road
Randleman, North Carolina 27317
42
07/2008
QPL 410.06
Page 3
No. 1 Asphalt Release Agent
Compound Technologies, Inc.
72 Riverside Drive
Cartersville, Georgia 30120
Sta-Off
Astec Corp.
7750-650 Zionsville Road
Indianapolis, Indiana 49268
Superclean 198
Superior Solvents & Chemicals, Inc.
(formerly Superior Oil Company, Inc.)
2055 East Blaine
Springfield, Missouri 65803
Tar Slip 7105
Tar Slip Pro 7100
Slip & Clean Pro 7150
Florida Chemical Supply, Inc.
6810 East Chelsea Street
Tampa, Florida 33610
TBRA #8254
Arr-Maz Products, LP
621 Snively Avenue
Winterhaven, Florida 33880
Thermal-Slide RTUW
ChemMark Corporation
P.O. Box 136369
Fort Worth, Texas 76136
Total Release
T.W. Pelton and Company, Inc.
P.O. Box 8962
Pine Bluff, Arkansas 71611
Vacate
Abernathy Company
3500 Tennessee Road
Texarkana, Arkansas 71854
Zep E2008 Asphalt Release(XT-3199)
Zep R-5274
Zep R-6690
Zep X-3803
Zep X-904
Zep Manufacturing Company
Box 47147
Dallas, Texas 75247
43
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.
44
07/2008
SUPPLIER
SOURCE
FLY ASH
QPL 501.02
SPECIFIC
GRAVITY
Boral Materials
Public Service Co. of Okla.
2.67
Technologies, Inc.
N.E. Plant (Oologah, OK.)
45 N.E. Loop, Suite 700
(F) Mount Pleasant, TX.
2.42
San Antonio, Texas 78216 (F) Boral Micron3 - Rockdale, TX. 2.55
DRY RODDED
Wt. kg /cu. m
(lb./cu.ft.)
1281.6 (80.0)
1281.6 (80.0)
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
20408 West Renwick Rd.
Lockport, Illinois 60441
O G & E, Muskogee, OK .
KCP & L, Montrose, MO.
Mineral Resource Tech.
Ameren Rush Island Pwr Plant
2700 Research Forest Drive
(Festus, MO.)
The Woodlands, Texas
Electric Energy, Inc.
77381
(Joppa, IL.)
GRDA, Unit 1
(Chouteau, OK.)
45
2.64
2.68
1281.6 (80.0)
1281.6 (80.0)
2.81
1281.6 (80.0)
2.76
1281.6 (80.0)
2.65
1281.6 (80.0)
07/2008
QPL 501.02
Page 2
Mineral Resource Tech.
Southwestern Electric Power Co. (SWEPCO)
(Gentry, AR.)
2.72
Union Electric
2.73
(Labadie, MO.)
All Fly Ashes are Type C unless noted as Type F, (F).
1281.6 (80.0)
1281.6 (80.0)
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" the
name 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
46
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
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.
47
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
____________________________
Typed/Printed Name
___________________________
Date
Telephone No.: _______________________ Fax No.: _________________________
Email Address: ___________________________
48
07/2008
QPL 501.021
GROUND GRANULATED BLAST-FURNACE SLAG
SUPPLIER
SOURCE
SPECIFIC
GRAVITY
DRY RODDED
Wt.
Lb/cu.ft.(kg /cu. m)
Buzzi Unicem USA, Inc. New Orleans, LA.
(formerly Lone Star Industries, Aucem)
2.88
85.8(1377.7)
Holcim (US) Inc.
(GranCem)
Holcim (US) Inc.
(GranCem)
Chicago, IL.
2.87
85.8(1377.7)
Birmingham, AL.
2.87
85.8(1377.7)
2.9
70(1121.3)
Lafarge North America Joppa, Illinois
(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" the
name 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:
A. Name of Supplier
B. Bill of Lading Number
C. Supplier Bin (silo) Number
E. Supplier Test Number
49
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
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.
50
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
____________________________
Typed/Printed Name
___________________________
Date
Telephone No.: _______________________ Fax No.: _________________________
Email Address: ___________________________
51
52
07/2008
QPL 501.023
MODIFIED PORTLAND CEMENT
(Portland-Pozzolan Cement, Pozzolan-Modified Portland Cement,
Slag-Modified Portland Cement)
Suppliers & Sources
(Manufacturing Plant)
Buzzi Unicem USA, Inc.
(formerly Heartland Cement Co.)
Independence, Ks.
Buzzi Unicem USA, Inc.
(RC Lone Star Cement Co.)
New Orleans, La.
Material
Holcim(US) Inc.
Clarksville, Mo.
Mod. Portland Cement, Type I(SM)
Lafarge Building Materials, Inc.
Tulsa, Oklahoma
Oklahoma City, Oklahoma
(Terminal)
Springfield, Missouri
(Terminal)
Lafarge North America
Joppa, Illinois
Mod. Portland Cement, Type I(PM)
Pozzolan Cement, Type IP
Pozzolan Cement, Type IP
Mod. Portland Cement, Type I(PM)
Mod. Portland Cement, Type I(SM)
Mod. Portland Cement, Type I(PM)
Mod. Portland Cement, Type I(PM)
Mod. Portland Cement, Type I(SM)
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:
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 Number
53
07/2008
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
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
54
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. This
monthly 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
____________________________
Typed/Printed Name
___________________________
Date
Telephone No.: _______________________ Fax No.: _________________________
Email Address: ___________________________
55
56
07/2008
Suppliers
QPL 501.031
PORTLAND CEMENT
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, Philippines
Donghae, South Korea
Kamari, Greece
Khanghoy, Saraburi, Thailand
Midlothian, TX.
Pertigalete/Vencemos, Venezuela
Sam 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)
Tulsa, OK. (Type I Low Alkali Cement Available)
LeHigh Cement Company
Leeds, AL.
57
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
58
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.
59
07/2008
QPL 501.031
Page 4
5. A monthly composite sample will be sent to the Materials Division. This
monthly 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: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: ______________ Email Address: ______________________
60
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
Addiment LP-1
14.8 - 23.7 mL / 45.4 kg
(.5-.8 oz./100# Cement)
Addiment, Inc.
P. O. Box 47520
Atlanta, GA 30362
Aermix
22.2 - 29.6 mL / 42.6 kg
(3/4-1 oz. per Sack)
Old North Mfg. Co., Inc
P. O. Box 598
Lenoir, N.C. 28645
(704) 754-6413
AEA-15
7.2 - 29.6 mL / 45.4 kg
(1/4 - 1 oz. per 100# Cement)
14.8 – 88.8 mL / 45.4 kg
(.5 – 3 oz./100# Cement)
Sika Corporation
New Construction
315 N. Ebrite Street
Mesquite, Texas 75149
(972) 289-6480
Air-In
Air-In-XT
14.8 - 22.2 mL / 45.4 kg
(1/2 -3/4 oz. per 100# Cement)
Hunt Process Corp.
Southern
P. O. Box 688
Ridgeland, MS 39158
(601) 856-8811
Air Plus
0.15 – 0.8 g /kg
(0.25 – 1.25 oz. per 100# Cement)
0.08 – 0.40 g /kg
(0.12 – 0.65 oz. per 100# Cement)
Fritz-Pak Corp.
11220 Grader St.
Suite 600
Dallas, TX 75238
62.1 mL / 45.4 kg
(2.1 oz. per 100# Cement)
29.6 - 118.3 mL / 45.4 kg
(1- 4 oz. per 100# Cement)
29.6 - 59.1mL / 42.6 kg
(1-2 oz. per Sack)
The Euclid Chemical Co.
19218 Redwood Rd.
Cleveland, OH 44110
(216) 531-9222
14.8 - 88.7 mL / 45.4 kg
(1/2 - 3 oz. per 100# Cement)
22.2 - 88.7 mL / 45.4 kg
(3/4 - 3 oz. per 100# Cement)
W. R. Grace & Co.
P. O. Box 2585
Houston, TX 77252
(713) 223-8353
Sika Air
Super Air Plus
Eucon Air 30
Eucon Air 40
Eucon NVR
Daravair 1400
Darex AEA
61
07/2008
BRAND
Darex II AEA
QPL 501.032
Page 2
DOSAGE RATE
14.8 - 148 mL / 45.4 kg
(1/2 - 5 oz. per 100# Cement)
22.2 - 88.7 mL / 45.4 kg
(3/4 - 3 oz. per100# Cement)
MANUFACTURER
W. R. Grace & Co.
P. O. Box 2585
Houston, TX 77252
(713) 223-8353
Euco Air Mix
AEA 92
Air Mix 200
Air Mix 250
14.8 - 29.6 mL / 42.6 kg
(1/2-1 oz. per Sack)
The Euclid Chemical Co.
19218 Redwood Rd.
Cleveland, OH 44110
(800) 321-7628
MB-AE 90
MBVR
Micro-Air
Micro-Air
Pave Air
Pave Air 90
7.4 - 118.3 mL / 45.4 kg
(1/4 - 4 oz. per 100# Cement)
Daravair 1000
Polychem AE
14.8 - 59.2 mL / 45.4 kg
(1/2-2 oz. per 100# Cement)
7.4 - 118.3 mL / 45.4 kg
(1/4 - 4 oz. per 100# Cement)
BASF Admixtures, Inc
(formerly DeGussa &
Master Builders)
23700 Chagrin Blvd.
Cleveland, OH 44122
(216) 831-7500
General Research Technology
2978 Center Court
Eagan, MN. 55121-1257
(651) 454-4151
Prestonaire 20
22.25 - 29.6 mL / 42.6 kg
(1/4-1 oz. per Sack)
Preston Pacific Corp.
P. O. Box 561032
Dallas, TX 75356
(214) 631-7376
Pro Air 260
0.12 - 88.7 mL / 45.4 kg
(0.2 -3.0 oz. 100# Cement)
Pro Mix Technologies
P. O. Box 6
Allen, TX 75013
RSA-10
33 - 130mL / 100 kg
(0.5 -2.0 oz. 100# Cement)
RussTech, Inc.
11208 Decimal Dr.
Louisville, KY 40299
502-267-7700
(972) 772-6010
Vinsol NVX
29.6 mL / 42.6 kg
(1 oz. per Sack)
Hercules, Inc.
910 Marketing Center
Wilmington, DE 19894
(800) 441-7615
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
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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.
Box 2261
Little Rock, AR 72203
or
11301 Baseline Road
Little Rock, AR 72209
4. If the product meets material requirements, the product will be approved for inclusion
after receipt of a signed QPL certification.
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.
63
64
07/2008
QPL 501.033
RETARDING ADMIXTURE FOR USE IN PORTLAND CEMENT CONCRETE
BRAND
BV3
DOSAGE RATE
MANUFACTURER
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
59.1 - 236.6 mL / 45.4 kg (2-8oz/100# Cement) Atlanta, GA 30362
*118.3 - 236.6 mL (4-8oz./ 100# Cement)
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.)
VZ4
VZ4/W
Daratard 17
Daratard HC
Recover
WRDA-35
WRDA-79
WRDA
59.1-236.6 mL/ 45.4 kg (2-8 oz/100# Cement) W. R. Grace
59.1-118.3 mL / 45.4 kg (2-4 oz/100# Cement) P. O. Box 2585
59.1-1477.5 mL / 45.4 kg (2-50 oz/100# Cement) Houston, TX 77252
147.8-236.6 mL / 45.4 kg (5-8 oz/100# Cement) (713) 223-8353
221.8-443.6 mL / 45.4 kg
(7.5-15 oz/100# Cement)
133.1-236.6 mL (4.5-8 oz/100# Cement)
with Hycol
Eucon LR
Eucon NR
Eucon TR
*177 mL / 42.6 kg (6 oz per Sack)
The Euclid Chemical Co.
118.3 mL / 45.4 kg (4 oz/100# Cement)
19218 Redwood Rd.
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
(1.5 – 2.0 oz. per 100# Cement)
Mini Delay Set
2.0 – 3.0 g /kg
Standard Delay Set (3.0 – 5.0 oz. per 100# Cement)
Fritz-Pak Corp.
11220 Grader St.
Suite 600
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)
65
RussTech, Inc.
11208 Decimal Dr.
Louisville, KY 40299
502-267-7700
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) 831-7500
Pozzolith 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
(Type D)
59.1 - 147.8 mL / 45.4 kg
(2-5 oz/100# Cement)
Sika Plastiment
(Type D)
59.1 - 176.4 mL / 45.4 kg
(2-6 oz/100# Cement)
General Research Technology
2978 Center Court
Eagan, MN. 55121-1257
(651) 454-4151
Sika Corporation
New Construction
315 N. Ebrite Street
Mesquite, TX. 75149
(972) 289-6480
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
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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.
Box 2261
or
11301 Baseline Road
Little Rock, AR 72203
Little Rock, AR 72209
4. If the product meets material requirements, the product will be approved for
inclusion after receipt of a signed QPL certification.
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.
67
68
07/2008
QPL 501.034
PREFORMED EXPANSION JOINT FILLERS
AASHTO M153, TYPE I
Product
Cementone Sponge Rubber Exp. Jt.
(formerly A.C. Horn)
Manufacturer
Tamms Industries
3851 State Route 72
Kirkland, Illinois 60146
1-800-218-2667
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.
69
70
07/2008
QPL 501.035
BACKER ROD FOR JOINT SEALING
SILICONE JOINT SEALANT APPLICATIONS
Product
Cera Rod
Kool-Rod
Manufacturer
W. R. Meadows
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
Cera Rod
Manufacturer
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 of
materials to be added to the Qualified Products List.
1. Sample(s) of the material along with
submitted to the Materials Division for evaluation.
product
information shall be
2. 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.
3. 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.
71
07/2008
QPL 501.035
Page 2
Contact Information:
COMPANY
CITY, STATE
PHONE
W. R. Meadows
Nomaco, Inc.
Fort Worth, TX.
Zebulon, NC.
Oklahoma City, OK.
817-834-1969
800-345-7279
800-888-8909
Shakopee, MN.
800-243-6739
SSI Construction &
Industrial Materials
Sonneborn /Chemrex,
Inc.
72
07/2008
QPL 501.036
CONCRETE JOINT SEALERS
Type 3, One part silicone - no primer, ASTM D 5893
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 Corporation
165 Wambold Road
Harleysville, PA 19438
1-215-723-6051
Spectrem 900SL
Tremco Incorporated
3735 Green Road
Beachwood, Ohio 44122
1-800-321-7906
Type 4, One part silicone - primer required, ASTM D 5893
None approved.
Type 5, Hot poured elastomeric - AASHTO M 282/ASTM D 3406
Crafco 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, LP
6614 Gant Road
Houston, Texas 77066
1-281-397-0033
73
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)
Crack-Rite HP 3405
Dalton Enterprises, Inc.
131 Willow Street
Cheshire, Connecticut 06410
(203) 272-3221
Deery 102
Deery American Corporation
P.O. Box 4099
Grand Junction, Colorado
81502
1-800-227-4059
Durafill 1190
Durafill 3405
P & T Products, Inc.
472 Industrial Parkway
Sandusky, Ohio 44870
(419) 621-1966
Elastoflex 50
Maxwell Products, Inc.
650 DeLong Street
Salt Lake City, UT 84104
1-801-972-2090
Product 9005
SemMaterials, L.P.
P.O. Box 191
Northumberland, PA 17857
1-800-521-9593
Roadsaver 201
Roadsaver 211
Roadsaver 221
Roadsaver 222
Crafco, Inc.
6975 W. Crafco Way
Chandler, AZ 85226
1-800-528-8242
Sealtight #164
W.R. Meadows
P.O. Box 7752
Fort Worth, Texas 76111
74
07/2008
QPL 501.036
Page 3
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer
Type 3 joint sealer shall be: a cold applied, single component, chemically curing silicone
seal and shall meet the requirements of ASTM D 5893.
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).
5. 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.
6. 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.
75
76
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
7240 State Road
Philadelphia, PA 19135
(215) 332-7709
Clear Water Resin
(w Red Fugitive Dye)
Right Pointe Company
234 Harvestore Drive
DeKalb, IL 60115
1-888-755-5700
Day-Chem Rez Cure (J-11-W)
DSSCC Clear Resin Cure
w Dye
Dayton Superior Specialty Chemical Corp.
4226 Kansas Avenue
Kansas City, Kansas 66106
(866) 329-8724
D.O.T. Resin Cure Type 1-D
RX CURE-WB
Conspec Marketing & Mfr. Co.
636 South Terrace
Kansas City, Kansas 66111
(913) 287-1700
Prestoncure 100
Clear
Prestoncure 100-WB
Preston Pacific Corp.
P. O. Box 561032
Dallas, Tx. 75356
(214) 631-7376
Raven Kure-D
Raven Chemicals
1024 North Lansing
Tulsa, Oklahoma 74106
(918)584-2810
Safe-Cure Clear
(w Red Fugitive Dye)
Chemmasters
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
77
07/2008
CLEAR*
SP-200
QPL 501.037
Page 2
MANUFACTURER
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
* AASHTO M 148 Type 1-D: Clear or Translucent with Fugitive Dye
WHITE-PIGMENTED
150-White
240 R
CWC Envirocure W-3
MANUFACTURER
The Carter-Waters Corp.
Box 412676
Kansas City, MO 64141
(816) 471-2570
285 Con-Cure
(Type II)
Superior Manufacturing
1054 Florida
Memphis, Tn. 38101
(901) 942-323
Burke Wax Emulsion
Cure
Burke Chemicals
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 Terrace
Kansas 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
Day-Chem J-10-W
DSSCC White Resin Cure
DSSCC White Wax Cure
Dayton Superior Specialty Chemical Corp.
4226 Kansas Avenue
Kansas City, Kansas 66106
(866) 329-8724
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WHITE-PIGMENTED
QPL 501.037
Page 3
MANUFACTURER
Hunt Process (Water Based)
Hunt Process Corp.- Southern
(Water Base Concrete Curing Compound) P. O. Box 688
Ridgeland, MS 39158
Prestoncure 200 AHD
Prestoncure 200 WB
Preston Pacific Corp.
P. O. Box 561032
Dallas, TX 75356
(214) 631-7376
Sealtight Product 1600
Sealtight Product 1610
W.R. Meadows of Texas, Inc.
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)
White Raven D
Medacure 2
Raven Chemicals
1024 North Lansing
Tulsa, Oklahoma 74106
918-584-2810
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WHITE-PIGMENTED
QPL 501.037
Page 4
MANUFACTURER
WW Cure
WWX Cure
Chemco International
401 South Carolina
Mobile, AL 36603
White Water Wax
Right Pointe Company
234 Harvestore Drive
DeKalb, Illinois 60115
METHOD OF DOCUMENTATION OF ACCEPTANCE: by brand and manufacturer.
80
07/2008
QPL 501.037
Page 5
REQUIREMENTS FOR CONCRETE CURING COMPOUND (CLEAR, AASHTO M 148 Type 1D, & 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.
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.
81
82
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 1
Arkansas Concrete
Hedger Bros. Concrete
Razorback Concrete Co.
Brinkley, Forrest City, Marianna,
West Helena, & Wynne, AR.
Marion, AR. (2)
West Memphis(2), AR.
District 2
Baker Concrete
Carter Building Supply
Century Redi-Mix
MMC Materials, Inc.
Pierce and Company
Pine Bluff Sand & Gravel
Select Concrete Co.
Smith Concrete
TXI
Stuttgart, AR.
DeWitt, AR.
Crossett, AR.
Lake Village, AR. & Greenville, Ms.
Stuttgart, AR.
Pine Bluff, AR. (2)
Dumas, McGehee, & Monticello, AR.
Pine Bluff, AR.
Crossett, AR.
District 3
Builders Supply
Crete Cast Products
Transit Mix Concrete & Materials Co.
Springhill, LA.
Nashville, AR.
DeQueen, AR.
(formerly DeQueen Sand & Gravel)
Glenwood Ready Mix
Hope Concrete Products
Interstate Highway Construction
Smith Ready Mix
Glenwood, AR.
Hope, AR.
Fouke, AR.
Ashdown, DeQueen, Hope,
Nashville, Texarkana(2), AR.
Texarkana, AR. & Texarkana, TX.
Transit Mix Concrete & Materials Co.
83
07/2008
QPL 501.04
Page 2
District 4
Arkhola Ready Mix
Transit Mix Concrete & Materials Co.
Tune Ready Mix
Waldron Ready Mix
Fort Smith, Johnson,
& Van Buren, AR.
Fayetteville & Springdale, AR.
Ozark, AR.
Booneville & Paris, AR.
Farmington, Fayetteville, Jenny Lind
& Van Buren, AR.
Mena, AR.
Johnson, AR.
Waldron, AR.
District 5
B & B Quality Concrete
Edwards Ready Mix
Gill Ready Mix
Hatfield Ready Mix
Heslep Concrete Co.
King Ready Mix
Mobley Construction Co.
Mountain View Ready Mix, Inc.
Razorback Concrete Co.
Weaver Bailey Co., Inc.
White River Materials Co., Inc.
Searcy, AR.
Violet Hill, AR.
Ash Flat, AR.
Batesville & Melbourne,, AR.
Searcy, AR.
Salem, AR.
Newport, AR.
Mountain View, AR.
Heber Springs, & Searcy, AR.
Newport, AR.
Batesville, AR.
Beaver Lake Concrete
Chrisman Ready Mix
Master Made
Mid-Continent Concrete
District 6
C.J. Horner & Company, Inc.
Martin Marietta Materials, Inc.
Hot Springs, AR.
Benton, Jacksonville, Little Rock, &
Maumelle, AR.
Alexander, Cabot, Lonoke, &
North Little Rock(2), AR.
Malvern, AR.
Hot Springs, AR.
Benton, Cabot, Jacksonville,
Little Rock(2),
& North Little Rock, AR.
Jacksonville & North Little Rock, AR.
Razorback Concrete
Roland Ready Mix
Smith Ready Mix
Southern Star Concrete
Weaver-Bailey
84
07/2008
QPL 501.04
Page 3
DISTRICT 7
Apex Ready Mix
Camden Concrete
C.J. Horner
Concrete Services, Inc.
Fordyce Ready Mix
Smith Ready Mix
Transit Mix Concrete & Materials Co.
East Camden, El Dorado, AR.
Camden, AR.
Arkadelphia, AR.
El Dorado, AR.
Fordyce, AR.
Arkadelphia, & Magnolia, AR.
Magnolia, AR.
District 8
Chrisman Ready Mix
Mallard Ready Mix
Clarksville, AR.
Bigelow, Clinton, Conway,
& Greenbrier,AR.
Danville, AR.
Dardanelle, Morrilton,
& Russellville, AR.
Conway, AR
Russellville, AR.
Master Made Ready Mix
Mobley Concrete
Southern Star Concrete
Zebcon Ready Mix, Inc.
District 9
Arkhola
Centerton, Harrison, Rogers &
Springdale, AR.
Huntsville, Rogers, Sulphur Springs,
& Vaughn, AR.
Flippin & Mountain Home(2), AR.
Jane, Mo., Bentonville(2), Gravette,
Siloam Springs, AR. &
Springdale(2),
Marshall, AR.
Berryville
Rogers, Springdale, AR.
& West Siloam Springs, OK.
Beaver Lake Concrete, Inc.
King Ready Mix
Mid-Continent Concrete
Searcy County Ready Mix
Thompson’s Ready Mix
Tune Concrete
85
07/2008
QPL 501.04
Page 4
District 10
American Concrete, LLC
Hedger Brothers Concr. Products
Paragould, AR.
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.
86
07/2008
QPL 505.02
EXPANSION JOINT FILLER
AASHTO M 213
Product
Manufacturer
Asphalt Saturated Fiber Board
J.D. Russell
P.O. Box 36795
Tucson, Arizona 85740
800-888-7425
Conspec Fiber Expansion Joint
Conspec Marketing & Mfr. Co.
636 South 66th Terrace
Kansas City, Kansas 66111
Conflex
Knight-Celotex, LLC.
One Northfield Plaza
Northfield, Illinois 60093-1215
847-716-8030
Tammsboard
(formerly Hornboard)
Tamms Industries
3835 State Route 72
Kirkland, Illinois 60146
1-800-862-2667
RIGHT-JOINT Fibre Expansion Joint
Right/Pointe Company
234 Harvestore Drive
P.O. Box 467
DeKalb, Illinois 60115
1-888-755-5700
Sealtight Fibre Expansion Joint
W.R. Meadows
P.O. Box 7752
Ft. 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).
87
07/2008
QPL 505.02
Page 2
2. A sample(s) shall be submitted to Materials Division for testing.
sample(s) should be sent to the Department and the Materials Division at:
P.O. Box 2261
Little Rock, Ar. 72203
or
The
11301 Baseline Road
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 of
material from a manufacturer, determination of which shall be by the Materials
Engineer.
88
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 945
Tampa, FL 33601
CIA Gel 7000
USP Structural Connectors
703 Rogers Drive
Montgomery, MN 56069
Epcon Ceramic 6
ITW Ramset/Red Head
1300 North Michael Drive
Wood Dale, IL 60191
EpoGel
Sonneborn/ChemRex, Inc.
889 Valley Park Drive
Shakopee, MN 55379
Fastenal Pro-Poxy 300 Fast
Fastenal
675 Robins Street
Conway, AR 72032
Futura 566R
Futura Adh. and Chemicals
795 Glendale Road
Scottdale, GA 30079
Hilti HIT-RE-500
Hilti, Inc.
P.O. Box 21148
5400 S. 122nd E. Ave.
Tulsa, OK 74121
HS-200
Speed Set 2
Ultrabond 1300
Ultrabond 2200
Adhesives Technology Corp.
450 East Copans Road
Pompano Beach, FL. 33064
Liquid Roc 500 Fast Set
Liquid Roc 500
MKT Fastening, LLC
1 Gunnebo Drive
Lonoke, AR. 72086
Polyject #1605
Polyject #1257
Polygem, Inc.
P.O. Box 609
West Chicago, IL
89
07/2008
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
Pro-Poxy 400
Unitex
3101 Gardner
Kansas City, MO. 64120
Rapid Gel
Sonneborn /ChemRex, Inc.
889 Valley Park Drive
Shakopee, MN 55379
Rezi-Weld 1000
W.R. Meadows of Texas
P.O. Box 7752
Fort Worth, TX 76111
Sikadur AnchorFix-3
Sikadur AnchorFix-4
Sika Corporation
201 Polito Avenue
Lyndhurst, New Jersey 07701
Spec Bond 150
Spec Bond 200
Spec Bond 201
Conspec Marketing & Mfr. Co., Inc.
636 South 66th Terrace
Kansas City, KS 66111
Sure-Anchor I (J-51)
Dayton Superior
4226 Kansas Avenue
Kansas City, KS 66106
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
90
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.
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
Little Rock, AR 72203
or
11301 Baseline Road
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.
91
92
07/2008
QPL 604.02
CONSTRUCTION RAISED PAVEMENT MARKERS(CRPM)
Product
Reflecting Surface
Color
Manufacturer
APEX 932
White
Yellow
APEX Universal, Inc.
11033 Forest Place
Santa Fe Springs, Ca. 90670
Dapco RPM
Dapco TOM
Yellow
White
Yellow
Filtrona Extrusion Inc.
Davidson Traffic Control
Products
3110 70th Ave. East
Tacoma, WA 98424
TSP 150
White
Yellow
TSP Plastics Division
P.O. Box 2501
Winter 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:
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.
93
94
07/2008
QPL 604.021
CONSTRUCTION CONCRETE BARRIER MARKERS
TYPE 1
Product
Reflecting Surface
Color
AKT 183 Clear
AKT 183 Amber
White
Yellow
JD Series
White
Yellow
White
Yellow
White
Yellow
White
Yellow
Flex Barrier Marker
Standard 3” Delineator
JD Series
Manufacturer
AKT Corporation
6318 West State Street
Wauwatosa, Wisconsin
53213
Vega Molded Products
122 Industrial Dr.
Gilberts, Illinois 60136
Astro Optics Corp.
1200 Abbott Drive
Elgin, Illinois 60123
TYPE 2
Product
FB-33 Series
FB-34 Series
FT Series
FB-33 Series
FB-34 Series
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)
TD9300 Series
Reflecting Surface
Color
White
Yellow
White
Yellow
White
Yellow
Manufacturer
Astro Optics Corp.
1200 Abbott Drive
Elgin, Illinois 60123
White
Yellow
White
Yellow
Artuk Inc.
6318 West State Street
Wauwatosa, Wisconsin 53213
White
Yellow
Filtrona Extrusion Inc.
Davidson Traffic Control
Products
3110 70th Ave. East
Tacoma, Washington 98424
White
Yellow
Three D Traffic Works Inc.
430 N. Varney
Burbank, California 91502
95
07/2008
QPL 604.021
Page 2
Method of Documentation of Acceptance: By brand and manufacturer.
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
White
cd/fc
Yellow
cd/fc
0.1
0
115
70
0.1
20
45
25
Type 2 A retroreflector having a minimum reflective area of 5805 mm 2 (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. 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.
96
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.
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.
97
07/2008
QPL 606.021
Page 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 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.
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07/2008
QPL 606.021
Page 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.
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.
99
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 decertification 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
______________________________________
Signature
DATE ____________________________
Plant Specific
Identifier,
such as 014
ACPA
ACPA
100
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, AR
Hattiesburg, 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 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.
101
07/2008
QPL 606.022
Page 2
ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT
CERTIFICATION ACCEPTANCE PROCEDURE
FOR 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 PROCEDURE
Qualification 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 nonconforming units. Miscellaneous precast items furnished in accordance with the
Certification Acceptance Procedure shall not be shipped nor 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.
102
07/2008
CERTIFICATION ACCEPTANCE PROCEDURE(continued)
QPL 606.022
Page 3
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.
Company Name /Plant Location :____________________________________________
Signature :____________________________ Date: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: ______________ Email Address: ______________________
We elect not to use the Certification Acceptance Procedure
Company Name /Plant Location :____________________________________________
Signature :____________________________ Date: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ________ Fax No.: ________ Email Address: ______________________
103
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QPL 606.022
Page 4
ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT
FINAL INSPECTION PROCEDURE
FOR 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. 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.
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QPL 606.022
Page 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
Company Name /Plant Location :____________________________________________
Signature :____________________________ Date: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ________ Fax No.: ________ Email Address: ______________________
We elect not to use the Final Inspection Procedure
Company Name /Plant Location :____________________________________________
Signature :____________________________ Date: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________
105
106
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
Conseal CS-102B
Conseal CS-202
Concrete Sealants, Inc.
P.O. Box 176
New Carlisle, OH 45344
Evergrip 990
(Only Lots dated on or
after 8/31/99)
Martin Asphalt Co.
(formerly Gulf States Asphalt Co. )
Three Riverway, Suite 400
Houston, TX 77056
BUTYL-NEK
RAM-NEK
Henry Sealant Division
1277 Boyles Street
Houston, TX 77020
Method of Documentation of Acceptance: By brand and manufacturer.
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.
107
108
07/2008
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)
Dub Ross Company
J & J Drainage Products Co.
J & J Metal Products Co.
Thompson Culvert Company
Como, MS (Plant)
W. Memphis, AR (Office/Distribution)
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)
Oklahoma City, OK (Plant-FES)
Hutchinson, KS (Plant-FES)
Paola, KS (Plant-FES)
Sikeston, MO (Plant)
Wilson Culverts, Inc.
Elkhart, Texas (Plant)
Contech Const. Products Inc.
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
AK Steel
Bethlehem Steel Corp.
Weirton Steel Corp.
Steel Dynamics, Inc.
United States Steel Corp.
WCI Steel, Inc.
Wheeling-Pittsburgh
Worthington Steel
Brand
AK Steel
Bethlehem
Weirkote
SDI Steel Dynamics
U.S.S.
WCI Steel, Inc.
Wheeling-Pittsburgh
WS Worthington Steel
109
07/2008
QPL 606.024
Page 2
Precoated Galvanized Culverts and Underdrains (AASHTO M245, M246)
Inland Steel Company
Wheeling-Pittsburgh Steel Co.
WCI Steel, Inc.
Inland Blac-Klad
Plasticote (Trenchcoat)
WCI Steel, Inc. (Trenchcoat)
Aluminum-Coated (Type 2) Culverts and Underdrains (AASHTO M36, M218,
M274)
AK Steel
Wheeling-Pittsburgh
AK Steel Aluminized T 2
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.
110
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 be reviewed
for conformance with the referenced specifications, including an acceptable
statement of domestic origin.
111
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: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________
112
07/2008
QPL 606.025
POLYETHYLENE PIPE
(AASHTO M 294, Type S)
ADS/Hancor
(formerlyAdvanced
Drainage Systems, Inc.)
210 Metro park Blvd.
Ennis, TX. 75119
800-733-6591
or
ADS/Hancor
(formerlyAdvanced
Drainage Systems, Inc.)
205 Apache Drive
Jackson, MS. 39272
888-371-0678
ADS/Hancor
(formerly Hancor, Inc. )
P.O. Box 1047
12370 Jackson, Tr 172
Findlay, OH. 45835
or
ADS/Hancor
(formerly Hancor, Inc. )
P.O. Box 271
801 Hickey Street
Yoakum, TX. 77555
Quality Culvert, Inc.
P.O. Box 435
25726 County Road 561
Astatula, FL. 34705-0435
352-343-8488
Springfield Plastics
7300 W. State Route 104
Auburn, IL 62615
800-252-3361
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.
113
07/2008
QPL 606.025
Page 2
Method of Approval for Materials to be added to this Qualified Products List:
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.
114
07/2008
QPL 606.025
Page 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.
115
116
07/2008
QPL 609.02
MANHOLE STEPS
Product
ALU-POLY MSU #360 **
VS-1 (Cast Iron)

Manufacturer
East Jordan Foundry
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 **
ML-11 **
ML-13 **
American Step Company, Inc.
830 East Broadway
P.O. Box 137
Griffin, Georgia 30224-0137
PS1-PF (Plastic) 250 mm(10") **
PS1-PF (Plastic) 300 mm (12") **
M. A. Industries, Inc.
Kelly & Dividend Drive
P. O. Box 1922
Peachtree City, GA. 30269
STEP NO. 93810(Plastic) 250 mm(10") **
STEP NO. 93812R(Plastic) 300 mm(12")**
Bowco Industries, Inc.
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.
117
07/2008
QPL 609.02
Page 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.
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.
118
07/2008
QPL 610.02
MISCELLANEOUS IRON PRODUCTS
Rings and Covers
Product
#1606Z & #2750A, H.D. Ring & Cover
#2750Z & #2750A, H.D. Ring & Cover
Supplier
East Jordan Iron Works
#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
R-4843 – H.D., Grate(3’x2’)
R5900 C/R-5901 C,Yard Drain Frame & Grate
R-4808 A, Pedestrian Frame & Grate
R-4999 L9, Vane Frame & Grate
Supplier
Neenah Foundry
Neenah Foundry
Neenah Foundry
Neenah Foundry
#1976,Yard Drain Frame & Grate
#2245, H.D. Frame & Grate, Type E D.I.
#2440L-B, H.D. Vane Grate
Deeter Foundry
Deeter Foundry
Deeter Foundry
V-5760, H.D. Frame & Grate
East Jordan Iron Works
V-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
Supplier
None Approved
Method of Documentation of Acceptance: By brand and manufacturer.
119
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.
120
07/2008
QPL 611.02
CORRUGATED POLYETHYLENE TUBING
and
ACRYLONITRATE BUTADIENE STYRENE (ABS) PIPE
FOR 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 Grade
4640 Truman Blvd.
Hancor Arkansas Highway Grade
Hillard, OH. 43026-2438
614-658-0050
(formerly Hancor, Inc. / formerlyAdvanced
Drainage Systems, Inc.)
Plastic Tubing Industries of Texas, Inc.
Rt. 1, Box 456-A
Waller, Texas 77484
888-784-7473
PTI Polyethylene Underdrain
Prinsco, Inc.
P.O. Box 265
West Highway 7
Prinsburg, Minnesota 56281
Prinsco Polyethylene Underdrain
Springfield Plastics
R.R. 1, Box 171
Auburn, IL 62615
800-451-8453
Arkansas Highway Grade
ACRYLONITRATE BUTADIENE STYRENE (ABS) PIPE
None Approved.
Method of Documentation of Acceptance: By brand and manufacturer.
121
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QPL 611.02
Page 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.
122
07/2008
QPL 617.021
GUARDRAIL MANUFACTURERS/SUPPLIERS
(AASHTO M180)
Central Fabricators, Inc
P.O. Box 930
Kosciusko, Mississippi 39090
(601) 289-1980
Gregory Highway Products, Inc.
4100 13th Street, S. W.
P.O Box 80508
Canton, Ohio
(330) 477-4800
Trinity Industries, Inc.
Route 1 Hawkins Drive
Elizabethtown, Kentucky 42701
(270) 769-2420
Trinity Industries, Inc.
1170 North State
Girard, Ohio 44420
(330) 545-4373
Trinity Industries, Inc.
2525 Stemmons Freeway
P.O. Box 10587
Dallas, Texas 72505
(214) 631-4420
Trinity Industries, Inc.
425 East O'Conner Avenue
P.O. Box 1645
Lima, OH 45801
(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
P.O. Box 598
Sedalia, Missouri 65032-0598
(660) 826-2335
Southern Guard Rail Co. Inc.*
1447 N. McNeil Street
Memphis, Tennessee 38108
(901) 278-9858
Time Striping, Inc.
P.O. Box 1236
Van Buren, Arkansas
(479) 474-0452
Tri-state Guard Rail & Sign Co.*
1798 Wells Station Road
Memphis, Tennessee 38108
(901) 681-9016
*These mfrs/suppliers have stock supplies of pre-tested and
approved ASTM A325 High Strength Fasteners (No sample required).
123
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.
124
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.
125
126
07/2007
QPL 617.022
REPAIR OF DAMAGED GALVANIZED COATINGS
Repair Using Zinc-Based Solder*
Product
Galva-Guard
Gal-Viz
Manufacturer
Teck Cominco Ltd.
2380 Speakman Drive
Sheridan Research Park
Mississauga, Ontario, Canada
L5K 1B4
(905) 822-2022
J.W. Harris Company, Inc.
4501 Quality Place
Mason, 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
Galvilite Galvanizing Compound, Aerosol
Galvilite Galvanizing Compound, Liquid
ZRC Cold Galvanizing Compound, Aerosol
ZRC Cold Galvanizing Compound, Liquid
Manufacturer
ZRC Worldwide
145 Enterprise Drive
Marshfield, MA. 02050-2132
(781) 319-0400
Welco Super Cold-Galv, Aerosol
J.W. Harris Company, Inc.
4501 Quality Place
Mason, Ohio 45040
ZEP Cold GalvanizeCoating #0190
Zep Manufacturing Company
4401 Northside Parkway
Atlanta, Georgia 30327
(877)428-9937
Repair Using Sprayed Zinc (Metallizing)
Product
Manufacturer
None Approved
127
07/2008
QPL 617.022
Page 2
Method of Documentation of Acceptance: By brand and manufacturer.
The following procedure is to be used in acquiring approval of products for
inclusion on the Qualified Products List:
1.
Division.
Samples of the material shall be supplied for testing to the Materials
2. Material shall be accompanied by product information, application
instructions, and Material Safety Data Sheets.
3. When deemed necessary by the Materials Engineer and at a
frequency determined by him, random samples from each manufacturer shall be
taken and tested.
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.
128
07/2008
QPL 617.032
PLASTIC GUARDRAIL BLOCKOUTS
PRODUCT
ANRO
Recycled Plastic Blockout
Eco-Block
MANUFACTURER
ANRO Timber Products, Inc.
7887 Ashwood Drive, SE
Ada, Michigan 49301
Eco-Composites, LLC
17169 Hayes Road
Grand Haven, Michigan 49417
King Block
Modified King Block
Trinity Industries, Inc.
2525 Stemmons Freeway
Dallas, Texas 75207
800-527-6050
Mondo Polymer Offset Block
MondoBlock II
Mondo Polymer Technologies, Inc.
P.O. Box 250
Reno, Ohio 45773
Re-Block
Bryson Products, Inc.
224 Nazareth Pike, Suite 22
Bethlehem, 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.
129
130
07/2008
QPL 618.02
GUARDCABLE
Zinc Coated
Bekaert Corporation
1881 Bekaert Drive
Van Buren, Arkansas 72956-6801
800-241-4126
National Strand Products, Inc.
12611 Cain Circle
Houston, Texas 77015
800-455-2475
Aluminum-Zinc Alloy Coated
None 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.
131
07/2008
QPL 618.02
Page 2
2. Two samples 2 meters (6 ft.) shall be submitted 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 from each manufacturer shall be taken and
tested.
4. Material
failure may
be considered sufficient reason
to discontinue
acceptance of material from the manufacturer, determination of which shall be by
the Materials Engineer.
132
07/2008
QPL 619.02
METALLIC FENCE MATERIALS
TYPE A, B, AND CHAIN LINK
Suppliers
American Highway Fence, Inc.
P.O. Box 717
Mt. Sterling, KY 40353
1-800-237-9428
Fence Brokers, Inc.
25700 Interstate 30
Bryant, AR 72022
(501)847-8811
Interstate Fence Supply, Inc.
P.O. Box 702
Mt. Sterling, KY 40353
(859) 498-3757
Jamieson Manufacturing Co.
P.O. Box 763760
Dallas, Texas 75376-3760
(214)337-2061
Master-Halco
11125 Interstate 30
Little Rock, AR 72209
(501)455-1220
Miller Hardware
No. 2 Necessity
Harrison, AR 72601
(870)741-3493
Nevada County Supply
211 E. First
Prescott, AR 71857
(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 Fencing
Bekaert Corporation(Manufacturer)
1881 Bekaert Drive
Van 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.
133
07/2008
QPL 619.02
Page 2
AASHTO M 181 Grade 2 Alternate Posts And Rails
PRODUCT / MANUFACTURER
Allied SS-40
Allied Tube & Conduit Corp.
16100 S. Lathrop
Harvey, IL 60426
(708)339-1610
1-800-882-5543
Century CMT-40
Century Tube
P.O. Box 7612
Pine Bluff, AR 71611
(501)535-6200 or
1-800-643-1523
SP-40
Northwest Pipe Company
P.O. Box 5217
Bossier City, LA 71171
(318)742-0021
Tuf-40
American Tube & Pipe Co., Inc.
P.O. Box 6633
2525 N. 27th Avenue
Phoenix, Az. 85005
(602)272-6606
1-800-877-8823
WT-40
Wheatland Tube Company
One Council Avenue
Wheatland, 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 fence
posts. 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 alternate
to a Grade 2 post.
2. Sample(s) of the post(s) shall be submitted to
evaluation.
the Materials Division for
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,
134
07/2008
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 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.
135
07/2008
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:
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.
Company Name /Plant Location :____________________________________________
Signature :____________________________ Date: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________
136
07/2008
QPL 620.02
NON-ASPHALT TACKIFIERS
Product
Supplier
Ecotak OP
Eastern Products, Inc.
Ecotak OP 5
One Copperfield Way
44.8 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
(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 Corporation
44.8 kg of Hydro-Stik, 280.2 kg of paper
9281 LeSaint Dr.
fiber and green dye per 7483 liters of water
Fairfield, Ohio 45014
per 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
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.
137
and
138
07/2008
GEOTEXTILE FABRIC
QPL 625.02
Subsurface 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
Manufacturer
150EX
1.1
0.18 mm (80 Sieve) Linq Indust. Fabrics
160N
1.4
0.212 mm (70 Sieve)Mirafi
180N
1.2
0.18 mm (80 Sieve) Mirafi
C60NW
1.3
0.18 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)Mirafi
*Filterweave 404
0.90
0.425 mm (40 Sieve) Mirafi
Filterweave 700
0.28
0.212 mm (70 Sieve) Mirafi
FX-60HS
1.3
0.212 mm (70 Sieve)Carthage Mills
Geotex 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 Industries
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.
TNS R060
1.6
0.15 mm (100 Sieve) TNS Advanced Tech.
Typar 3501G
0.5
0.212 mm (70 Sieve) Fiberweb
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
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
Manufacturer
140EX
1.1
0.21 mm (70 Sieve) Linq Indust. Fabrics
140N
1.8
0.212 mm (70 Sieve) Mirafi
150N
1.5
0.212 mm (70 Sieve)Mifafi
160N
1.4
0.212 mm (70 Sieve) Mirafi
180N
1.2
0.18 mm (80 Sieve) Mirafi
C40NW
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) Mirafi
Filterweave 700
0.28
0.212 mm (70 Sieve) Mirafi
FX-40HS
2.0
0.212 mm (70 Sieve) Carthage Mills
FX-45HS
1.5
0.212 mm (70 Sieve) Carthage Mills
139
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 Industries
Geotex 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. Fabrics
MX155
1.5
0.212 mm (70 Sieve) Maccaferri, Inc.
NW6
1.5
0.18 mm (80 Sieve) SRW Products
TerraTex 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) Fiberweb
US 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 Control
AHTD 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
Manufacturer
1211
CSF 330
Geotex 351
GTF 190
GTF 200S
InterWrap 1211
Mirafi 140NL
Mirafi FF101
Mirafi Filterweave
(FW) 402
MISF 1776
NW4
TerraTex NO4
US 180
0.17
0.23
2.1
0.15
0.08
0.17
2.0
2.90
2.14
0.300 mm (50 Sieve) DDD Erosion Control, Inc.
0.480 mm (40 Sieve) Cady Industries, Inc.
0.212 mm (70 Sieve) Propex Inc.
0.6 mm (30 Sieve) Linq Indust. Fabrics
0.300 mm (50 Sieve) Linq Indust. Fabrics
0.300 mm (50 Sieve) InterWrap Corp.
0.25 mm (60 Sieve) Mirafi
0.60 mm (30 Sieve) Mirafi
0.425 mm (40 Sieve) Mirafi
0.02
2.0
2.1
0.27
0.35 mm (50 Sieve) Mutual Industries
0.212 mm (70 Sieve) SRW Products
0.212 mm (70 Sieve)Webtec, Inc.
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
Manufacturer
1211
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. Fabrics
GTF 200S
0.07
0.300 mm (50 Sieve)Linq Indust. Fabrics
Geotex 2130
0.05
0.6 mm (30 Sieve) Propex Inc.
140
07/2008
AHTD Type 4 (continued)
MISF 1776
0.02
Style 940
0.20
TerraTex SC
0.05
US 180
0.27
QPL 625.02
Page 3
0.35 mm (50 Sieve) Mutual Industries
0.60 mm (30 Sieve) Belton Industries, Inc.
0.600 mm (30 Sieve)Webtec, Inc.
0.33 mm (50 Sieve) U.S. Fabrics
Erosion Control
AHTD 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
Manufacturer
180EX
1.0
0.19 mm (80 Sieve) Linq Indust. Fabrics
C80NW
1.2
0.18 mm (80 Sieve Contech Const. Prod.
*Filterweave 404
0.90
0.425 mm (40 Sieve) Mirafi
FX-80HS
1.5
0.18 mm (80 Sieve) Carthage Mills
Geotex 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 Industries
Mirafi 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.
**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
Manufacturer
160N
1.4
0.212 mm (70 Sieve)Mirafi
180N
1.2
0.18 mm (80 Sieve) Mirafi
C80NW
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)Mirafi
FX-60HS
1.3
0.212 mm (70 Sieve)Carthage Mills
GT160
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.
141
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
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
Manufacturer
2
2
140EX
0.905 L/m (0.2 gal/yd ) 150 C (302 F) Linq Indust. Fabrics
AOM
1.13 l/m2 (0.25 gal/yd2) 150 C (302 F) Linq Indust. Fabrics
C46NW
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 Industries
Mirapave 500
1.13 l/m2 (0.25 gal/yd2) 163 C (325 F) Mirafi
Petromat 4598
0.90 l/m2 (0.2 gal/yd2)
165 C (329 F) Propex Inc.
2
2
TerraTex OLI
0.905 l/m (0.2 gal/yd ) 166 C (330 F) Webtec, Inc.
Separation
AHTD 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
Manufacturer
150EX
1.1
0.18 mm (80 Sieve) Linq Indust. Fabrics
160N
1.4
0.212 mm (70 Sieve)Mirafi
180N
1.2
0.18 mm (80 Sieve) Mirafi
550X
0.05
0.425 mm (40 Sieve)) Mirafi
600X
0.05
0.425 mm (40 Sieve) Mirafi
C250
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 Products
FX-60HS
1.3
0.212 mm (70 Sieve)Carthage Mills
FX-66
0.06
0.212 mm (70 Sieve) Carthage Mills
Geotex 250ST
0.22
0.38 mm (50 Sieve) Propex Inc.
GT160
1.6
0.21 mm (70 Sieve) SKAPS Industries
GTF 250
0.05
0.425 mm (40 Sieve)Linq Indust. Fabrics
142
07/2008
AHTD Type 8 (continued)
GTF 300
0.02
Geotex 250ST
0.05
Geotex 315ST
0.05
Geotex 601
1.5
Geotex 801
1.5
MX225
1.3
NW6
1.5
Style 977
0.16
TerraTex GS-250
0.05
TerraTex HD
0.05
TerraTex NO6
1.5
TNS R060
1.6
Typar 3501G
0.77
US 160NW
2.34
US 315
0.18
QPL 625.02
Page 5
0.425 mm (40 Sieve)Linq Indust. Fabrics
0.425 mm (40 Sieve) Propex Inc.
0.425 mm (40 Sieve)Propex Inc.
0.212 mm (70 Sieve)Propex Inc.
0.15 mm (100 Sieve)Propex Inc.
0.212 mm (70 Sieve) Maccaferri, Inc.
0.18 mm (80 Sieve) SRW Products
0.30mm (50 Sieve) Belton Industries, Inc.
0.425 mm (40 Sieve)Webtec, Inc.
0.425 mm (40 Sieve)Webtec, Inc.
0.212 mm (70 Sieve)Webtec, Inc.
0.15 mm (100 Sieve) TNS Advanced Tech.
0.16 mm (100 Sieve) Fiberweb
0.2 mm (70 Sieve) U.S. Fabrics
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
Manufacturer
140EX
1.1
0.21 mm (70 Sieve) Linq Indust. Fabrics
140N
1.8
0.212 mm (70 Sieve) Mirafi
150N
1.5
0.212 mm (70 Sieve)Mirafi
160N
1.4
0.212 mm (70 Sieve) Mirafi
180N
1.2
0.18 mm (80 Sieve) Mirafi
500X
0.05
0.3mm (50 Sieve) Mirafi
600X
0.05
0.425 mm (40 Sieve) Mirafi
C200
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 Products
FX-40HS
2.0
0.212 mm (70 Sieve) Carthage Mills
FX-55
0.07
0.425 mm (40 Sieve) Carthage Mills
Geotex 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
GTF200S
0.08
0.425 mm (40 Sieve)Linq Indust. Fabrics
MX155
1.5
0.212 mm (70 Sieve) Maccaferri, Inc.
NW6
1.5
0.18 mm (80 Sieve) SRW Products
Style 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.
143
07/2008
AHTD Type 9 (continued)
TerraTex NO5
1.7
Typar 3401G
0.70
US 120NW
1.50
QPL 625.02
Page 6
0.212 mm (70 Sieve)Webtec, Inc.
0.212 mm (70 Sieve) Fiberweb
0.212 mm (70 Sieve) U.S. Fabrics
Stabilization
AHTD 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
Manufacturer
180EX
1.0
0.18 mm (80 Sieve) Linq Indust. Fabrics
C300
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 Mills
FX-80HS
1.5
0.18 mm (80 Sieve) Carthage Mills
Geotex 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 Industries
GTF 300
0.02
0.425 mm (40 Sieve) Linq Indust. Fabrics
600X
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) Fiberweb
US 205NW
1.2
0.18 mm (80 Sieve) U.S. Fabrics
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.
144
07/2008
QPL 625.02
Page 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.
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.
Contact Information:
COMPANY
CITY, STATE
Belton Industries, Inc.
Atlanta, GA
Cady Industries, Inc.
Pearson, GA
Carthage Mills
Cincinnati, OH
Contech
Little Rock, AR
DDD Erosion Control, Inc. Ashburn, GA.
Fiberweb
Old Hickory, TN
InterWrap Corp.
Sylvester, GA.
Linq Industrial Fabrics
Summerville, SC
Maccaferri, Inc.
Lewisville, TX
Mirafi
Pendergrass, GA
Mutual Industries, Inc.
Philadelphia, PA
Propex Inc.
Austell, GA
Propex Inc.
Chattanooga, TN
SKAPS Industries
Pendergrass, GA
SRW Products
Princeton, MN
Ten Cate Geosynthetics Pendergrass, GA
TNS Advanced Tech.
Spartanburg, SC
U.S. Fabrics, Inc.
Cincinnati, OH
Webtec, Inc.
Charlotte, NC
145
PHONE
800-225-4099
800-243-2451
800-543-4430
501-758-1985
229-567-0751
615-847-7000
229-777-0062
800-543-9966
972-436-2974
888-795-0808
800-523-0888
800-445-7732
800-621-0444
706-693-3440
763-389-2722
888-795-0808
800-867-5181
513-271-6000
800-438-00271
146
07/2008
QPL 626.02
EROSION CONTROL MATTING
Product
Class 1 Matting
Biomac S1
Carthage Vegetation Net
EcoCoir-4000
EcoCoir-9000
Excel SR-1
Excel SR-1 All Natural
Excel SS-2
Excel SS-2 All Natural
Flexterra-Flexible Growth Medium
Landlok S1
Landlok S2
North American Green S75
North American Green S150
North American Green SC150
Robex Shield RS-1
Robex Shield RS-2
Terrajute
WinterStraw SNG
WS05
Manufacturers
Maccaferri, Inc.
Carthage Mills
Eastern Products, Inc.
Eastern Products, Inc.
Western Excelsior Corp.
Western Excelsior Corp.
Western Excelsior Corp.
Western Excelsior Corp.
PROFILE Products LLC
Propex Inc.
Propex Inc.
North American Green
North American Green
North American Green
Robex, LLC
Robex, LLC
Webtec, Inc.
Winters Excelsior Company, Inc.
Greenfix America
Class 2 Matting
Anti-Wash/Geojute
Biomac S2
Biomac S2-B
Biomac SC
Biomac SC-B
Biomac C
Biomac C-B
CF072RR
CF072B
CFS072B
CFS072R
C-Jute
Contech Excelsior Std Grade
Contech Excelsior Std Plus
Contech Excelsior Super Plus
Curlex I
DeKoWe 700
DeKoWe 900
DuraGuard C1
Earth Lock
Belton Industries, Inc.
Maccaferri, Inc.
Maccaferri, Inc.
Maccaferri, Inc.
Maccaferri, Inc.
Maccaferri, Inc.
Maccaferri, Inc.
Greenfix America
Greenfix America
Greenfix America
Greenfix America
Contech Construction Products
Contech Construction Products
Contech Construction Products
Contech Construction Products
American Excelsior Company
Belton Industries, Inc.
Belton Industries, Inc.
Erosion Control Systems, Inc.
Erosion Control Systems, Inc.
147
07/2008
QPL 626.02
Page 2
Class 2 Matting(continued)
EcoCoir-7000
Everhold XL1
Everhold XL2
Excel CC-4
Excel CC-4 All Natural
Excel R-1
Excel R-1 All Natural
Excel S-2
Excel S-2 All Natural
Excel SD-3
Hivelocity Curlex
Landlok 407
Landlok CS2
Landlok SuperGro
North American Green C125
North American Green C350
North American Green SC150
North American Green SC250
TRM C-35
Winters Choice
WintersCoir
WinterStraw HVG
WS052
WS072
WS072B
Eastern Products, Inc.
Erosion Control Systems, Inc.
Erosion Control Systems, Inc.
Western Excelsior Corp.
Western Excelsior Corp.
Western Excelsior Corp.
Western Excelsior Corp.
Western Excelsior Corp.
Western Excelsior Corp.
Western Excelsior Corp.
American Excelsior Company
Propex Inc.
Propex Inc.
Propex Inc.
North American Green
North American Green
North American Green
North American Green
Contech Const. Prod.
Winters Excelsior Company, Inc.
Winters Excelsior Company, Inc.
Winters Excelsior Company, Inc.
Greenfix America
Greenfix America
Greenfix America
Class 3 Matting
Excel PP5-10
Excel PP5-12
Greenstreak Pec-Mat
Landlok 450
Miramat TM8
North American Green P300
North American Green SC250
North American Green C350
Recyclex – TRM
TRM C-45
Western Excelsior Corp.
Western Excelsior Corp.
Greenstreak, Inc.
Propex Inc., Inc.
Mirafi
North American Green
North American Green
North American Green
American Excelsior Company
Contech Const. Prod.
Method of Documentation of Acceptance: By brand and manufacturer.
148
07/2008
QPL 626.02
Page 3
Method of Approval for Materials to be added to this Qualified Products List:
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/m 2
(2.0 lbs/ft2) over bare soil for 50 hours.
149
07/2008
QPL 626.02
Page 4
Contact Information:
COMPANY
American Excelsior Company
Belton
Propex Inc.
Carthage Mills
Contech
Eastern Products, Inc.
Erosion Control Systems, Inc.
Greenfix America
Greenstreak, Inc.
Maccaferri, Inc.
Mirafi
North American Green
PROFILE Products LLC
Propex Fabrics, Inc.
Propex Inc.
Robex, LLC
Veryol Alabama Inc.
Western Excelsior Corp.
Winters Excelsior Company, Inc.
CITY, STATE
Arlington, TX
Atlanta, GA
Genesee, ID
Cincinnati, OH
Little Rock, AR
Mahwah, NJ
Northport, AL
Brawley, CA
St. Louis, MO
Lewisville, TX
Norcross, GA
Evansville, IN
Buffalo Grove, IL
Austell, GA.
Chattanooga, TN
Springfield, TN.
Pell City, AL
Mancos, CO
Birmingham, Alabama
150
PHONE
800-777-7645
800-225-4099
800-882-9489
800-543-4430
501-758-1985
201-684-0463
800-942-1986
888-473-3639
800-325-9504
972-436-2974
800-234-0484
800-772-2040
847-215-1144
800-445-7732
800-621-0444
615-382-3300
205-338-4411
970-533-7412
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
795 Silicone Building Sealant
888 Highway Joint Sealant
Black
Black
Gray
Dow-Corning Corp.
4291 Communications Dr.
Norcross, GA. 30093
(404)923-3818
Omniseal 50
Black
Aluminum Gray
DeGussa Building Systems
889 Valley Park Drive
Shakopee, MN. 55379
952-496-6000
Pecora 864 Silicone
Pecora 895 Silicone
Black/Gray Pecora Corp.
Gray
165 Wambold Road
Harleysville, PA. 19438
1-800-523-6680
Silpruf SCS 2003
Silglaze II SCS 2803
Black
Black
General Electric Co.
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.
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
The following procedure must be followed in acquiring approval of
materials to be added to the Qualified Products List.
Sample(s) of the material along with product information shall be submitted
to the Materials Division for evaluation.
151
152
07/2008
QPL 637.02
MAILBOX SUPPORTS
PRODUCT (BRAND)
MANUFACTURER
Model #037 Mailbox Support
Friend Innovations
216 North Second Avenue
Virginia, Minnesota 55792
218-741-7777
NEX
S-Square Tube Products
5495 E. 69th Avenue
Commerce City, CO 80022-1952
888-267-6463
Model FHWA A-S
Model FHWA A-D
POZ-LOC
(UPS Model-Universal Post Support)
Northwest Pipe Company
P.O. Box 2002
Houston, TX 77252-2002
V-Loc
Tapco Products
800 Wall Street
Elm Grove, WI 53122
800-236-0112
Model 20-S
Model 20-D
Method of Documentation of Acceptance: By brand and manufacturer.
153
07/2008
QPL 637.02
Page 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 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.
154
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.
St.Louis, MO. 63144-1599
(314)644-1000
Epoxy Mastic Aluminum II
Sherwin Williams Company
417 Byrd Street
Little Rock, Arkansas 72202
(501) 375-7371
Interseal 670 HS
International Paint, Inc.
6001 Antoine Drive
Houston, Texas 77901
Valspar 75A1, Alumpoxy
The Valspar Corporation
2503 West 11th St.
Houston, TX 77008
(713)861-6192
1-800-333-7157
Method of Documentation of Acceptance: By brand and manufacturer.
Method of Approval for Materials to be added to this Qualified Products List:
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.
155
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.
156
07/2008
QPL 641.02
Cast-in-Place Tactile Panels
(ADA Detectable Warning)
PRODUCT (BRAND)
ADATile
Cast-in-Place Paver Units
1.67” & 2.35” Dome Spacing
(Yellow only)
MANUFACTURER
ADA Solutions
P.O. Box 3
North Billerica, Massachusetts 01862
800-372-0519
ADATile
Cast-in-Place Paver (Replaceable)Units
1.67” & 2.35” Dome Spacing
(Yellow only)
Armor-Tile Tactile Systems
Cast-in-Place Tiles
(Yellow only)
Engineered Plastics Inc.
300 International Drive, Ste. 100
Williamsville, NY 14221
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.
157
158
07/2008
QPL 645.02
RETAINING WALLS
and
MODULAR BLOCK WALLS
Retaining Walls(Precast Panels)
ARES Retaining Wall
Tensar Earth Technologies, Inc.
5775-B Glenridge Drive, Suite 450
Atlanta, Georgia 30328
Hilfiker Walls
Hilfiker Retaining Wall Systems, Inc.
1902 Hilfiker Lane
Eureka, California 95503-5711
MSE Plus Wire Wall
SSL MSE Plus
SSL
4740 Suite E, Scotts Valley Dr.
Scotts Valley, California 95066
Reinforced Earth
The Reinforced Earth Company
1331 Airport Freeway, Suite 302
Euless, Texas 76040-4150
Retained Earth
The Reinforced Earth Company
1331 Airport Freeway, Suite 302
Euless, Texas 76040-4150
Tricon Retained Soil
Wall System
Tricon Precast, Ltd.
15055 Henry Road
Houston, Texas 77060
Modular Block Walls
DIAMOND
Anchor Wall Systems
(Max. Height = 25 Ft.)
5959 Baker Road, Suite 390
DIAMOND PRO
Minnetoka, Minnesota 55345-5996
(Max. Height = 25 Ft.)
(DIAMOND - To Be Used Only With The Following Geogrids: Huesker Fortrac 30,
55/30-20, 80/30-20. DIAMOND PRO To Be Used Only With The Following Geogrids:
Huesker Fortrac 30, 35 and Synteen SF35, SF55,SF80.)
GENESIS
Tensar Reinforcement & Keystone Blocks
(Max. Height = 25 Ft.)
Tensar Corporation
9801 Westheimer, Suite 302
Houston, Texas 77042
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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
(Max. Height = 25Ft.)
Keystone Retaining Wall Systems, Inc.
13453 County Road 1
Fairhope, Alabama 36532
Landmark
(Max. Height = 25 Ft.)
Anchor Wall Systems
5959 Baker Road, Suite 390
Minnetonka, Minnesota 55345-5973
(Landmark To Be Used With The Following Geogrids: Miragrid 3XT, 5XT, 7XT, 8XT, &
10XT; and Miratex TD3)
MESA
(Max. Height = 25 Ft.)
MESA Retaining Wall System
Tensar Earth Technologies, Inc.
5775-B Glenridge Dr., Suite 450
Atlanta, Georgia 30328
PYRAMID
(Max. Height = 25 Ft.)
The Reinforced Earth Company
1331 Airport Freeway, Suite 302
Euless, Texas 76040-4150
ROCKWOOD CLASSIC
ROCKWOOD LEGEND
(Max. Height = 25 Ft.)
Rockwood Retaining Walls
ABC Block Company
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
(Max. Height = 25Ft.)
Venture Retaining Wall System, L.L.C.
1333 West 120th Ave., Suite #310
Denver, Colorado 80234
VERSA-LOK
(Max. Height = 25 Ft.)
VERSA-LOK Retaining Wall Systems
6348 Hwy. 36, Suite 1
Oakdale, Minnesota 55128
160
07/2008
VERTICA
(Max. Height = 25 Ft.)
QPL 645.02
Page 3
Anchor Wall Systems
5959 Baker Road, Suite 390
Minnetoka, Minnesota 55345-5996
VERTICA PRO
(Max. Height = 25 Ft.)
(VERTICA - To Be Used Only With The Following Geogrids: Huesker Fortrac 35/20-20,
55/30-20, 80/30-20; Raugrid 2/3, 3/3, 4/2, 6/3, 8/3; Synteen SF35, SF55,SF80. VERTICA
PRO To Be Used Only With The Following Geogrids: Huesker Fortrac 30, 35/20-20,
55/30-20, 80/30-20; Raugrid 2/3, 3/3, 4/2, 6/3, 8/3; Synteen SF35, SF55,SF80.)
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.
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.
161
162
07/2008
QPL 704.02
PREFORMED DETECTOR LOOPS
Product
Manufacturer
Model HDR
(#16 wire)
DE-TECH Mfg.
P.O. Box 890
Silverton, Oregon 97381
Model F-38
Never Fail Loop Systems
7911 NE 33 rd Drive, Unit 160
Portland, Oregon 97211
(#20 wire)
Method of Documentation of Acceptance: By brand and manufacturer.
Requirements of Preformed Detector Loops: The manufacturer will supply a
sample along with recommended installation procedures to the Materials
Division.
The preformed detector loop shall be constructed of #20 AWG
(minimum) stranded copper wire, encapsulated in a flexible sealant inside a
reinforced 250 psi (1724 kPa) rubber hose or approved tubing. No wire splices will
be allowed in the loop assembly. Hose for the loop and lead-in shall be one
continuous piece except for the required tee connectors. Encapsulated wire shall
have two (2) turns for loops with a perimeter greater than 40′ (12 m); or three (3)
turns for perimeter less than or equal to 40′ (12 m). Quadrupole loops shall be two
turn (2-4-2) configuration.
The manufacturer will recommend a detector loop trench filler material
and/or sealant for use with the detector loop. The recommended material shall
be able to repair asphalt and concrete pavements and not require removal
and/or replacement if the pavement is to be overlaid. Where surface is not to be
overlaid, the recommended sealer shall be capable of backfilling the preformed
loop trenches as needed to a minimum depth of 3/8″ (10 mm).
The
recommended material shall have a minimum settlement period of 14 days prior
to each backfill application.
The manufacturer’s recommended installation procedures shall be provided
with each shipment of preformed detector loop to a Department project.
163
164
07/2008
QPL 704.03
TRAFFIC LOOP WIRE SEALANTS
I. Portland Cement Concrete Pavement
Bondo P-606
Dynatron/Bondo Corp.
P.O. Box 1098
Atlanta, GA 30318
Gold Label 1P Loop Sealant
Thoroc/Chemrex, Inc.
889 Valley Park Drive
Shakopee, Minnesota 55379
1-800-243-6739
NR-201 UREXPAN
Pecora Corporation
165 Wambold Road
Harleysville, PA. 193438
Product 5000 (Black)
3M
3M Safety and Security Systems Div.
3M Center
St. Paul, Minnesota 55144-1000
Q-Seal 290S
CHEMQUE, Inc.
266 Humberline Drive
Rexdale, Ontario, Canada M9W5X1
Sika Dur CJR
Sika Corp.
P.O. Box 297
Lyndhurst, NJ 07071
890-SL
888
Dow Corning Corp.
Midland, Michigan 48686
II. Asphalt Concrete Pavement
890-SL
Dow Corning Corp.
Midland, Michigan 48686
Duraflex-Alt-655
Allstates Coating, Inc.
P.O. Box 1633
Gladwater, TX. 75647
Product 5000 (Black)
3M
3M Safety and Security Systems Div.
3M Center
St. Paul, Minnesota 55144-1000
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QPL 704.03
Page 2
PR-26-HALS
Triram Corp.
P.O. Box 642
721 Waverly
Framingham, MA 01704
Road Saver 211
(Hot Pour)
Crafco, Inc.
6975 W. Crafco Way
Chandler, AZ 85226
Q-Seal 290S
CHEMQUE, Inc.
266 Humberline Drive
Rexdale, Ontario, Canada M9W5X1
Sika Dur CJR
Sika Corp.
P.O. Box 297
Lyndhurst, 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 the
loop wire.
The sealant shall cure without incorporating voids and shall provide a
moisture proof seal.
Additional Physical Requirements:
Elongation (AHTD Method 580):
(7 day, Air Cure)
25% min.
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
Little Rock, AR 72203
or
11301 Baseline Road
Little Rock, AR 72209
Final approval will be based upon field performance of the sealant.
166
07/2008
QPL 708.02
COMMUNICATION CABLE
C.G. (PR/AWG)
Part # 6175
(6 PR / 20 AWG)
Quabbin Wire & Cable Co., Inc.
Ware, Massachusetts
1-800-368-3311
Part # 9886
(6 PR / 20 AWG)
Belden Wire & Cable Co., Inc
Richmond, Indiana
1-800-235-3361
Method of Documentation of Acceptance: By brand and manufacturer.
The following procedure must be followed in acquiring approval of materials to be
added to the above Qualified Products List:
1. The 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 68C shall not exceed
values listed in the job specifications. The resistance unbalance between the two
conductors of a pair shall not exceed 4%.
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.
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.
167
168
07/2008
QPL 711.02
CONCRETE PULL BOXES
Type 1 (8 ¾“ x 14 ¼”, Minimum)
(225 mm x 361mm)
GCP 36C-12
Goddard Concrete Products, Inc.
5270 Hungerford Road
Memphis, Tennessee 38118
Quazite PC1118CA00BOA (lid) *
Quazite PC1118CA00HJA(lid) ♦
Quazite PC1118BA12(box)
Hubbell Lenoir City, Inc.
(formerly Strongwell)
3621 Industrial Park Drive
Lenoir City, Tennessee 37771
Type 1 HD (8 ¾“ x 14 ¼”, Minimum)
(225 mm x 361mm)
Quazite PG1118HA00BOA(lid)
Quazite PG1118 HA00HJA(lid) ♦
Quazite PG1118BA12(box)
Hubbell Lenoir City, Inc.
(formerly Strongwell)
3621 Industrial Park Drive
Lenoir City, Tennessee 37771
S1118 B12FA(box))
S1118 HBBOA29(lid)
Synertech Moulded Products
2006A Lee Street
Longview, Texas 75604
1118..3PYBOUOOO
Carson Industries LLC
17511 Valentine Court
Bristol, Indiana 46507
Type 2 (11“ x 21”, Minimum)
(279 mm x 533mm)
GCP 38C-12
Goddard Concrete Products, Inc.
5270 Hungerford Road
Memphis, Tennessee 38118
PHC 1324 SO (lid) ♦
PHB 132412 (box)
(PHA 132412 SO2 Assembly)
Highline Products
151 Daniel Boone Lane
Whitesboro, Texas 76273
Quazite PC1324CA00BOA(lid)
Quazite PC1324CA00HJA(lid) ♦
Quazite PC1324BA12(box)
Hubbell Lenoir City, Inc.
(formerly Strongwell)
3621 Industrial Park Drive
Lenoir City, Tennessee 37771
Quazite PC1324CA00BOA(lid)
Quazite PC1324CA00HJA(lid) ♦
Quazite PC1324BB12(box)
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QPL 711.02
Page 2
Type 2 HD (11“ x 21”, Minimum)
(279 mm x 533mm)
PCC1324CA5A04(lid)
PCB132412A04 (box)
NewBasis
8513 Sawgrass lane
Rowlett, Texas 75089
PHC 1324 HO (lid) ♦
PHB 132412 (box)
(PHA 132412 HO2 Assembly)
Highline Products
151 Daniel Boone Lane
Whitesboro, Texas 76273
Quazite PG1324HA00BOA(lid)
Quazite PG1324HA00HJA(lid) ♦
Quazite PT1324BA18 (box)
Hubbell Lenoir City, Inc.
(formerly Strongwell)
3621 Industrial Park Drive
Lenoir City, Tennessee 37771
Quazite PG1324HA00BOA(lid)
Quazite PG1324HA00HJA(lid) ♦
Quazite PG1324BA12 (box)
S1324 B12FA(box)
S1324 HBBOA29(lid)
Synertech Moulded Products
2006A Lee Street
Longview, Texas 75604
1324P1BOUOO1
Carson Industries LLC
17511 Valentine Court
Bristol, Indiana 46507
Type 3 (15 ¼“ x 28” , Minimum)
(380 mm x 710mm)
Quazite PC1730CA00BOA(lid)
Quazite PC1730CA00HJA(lid) ♦
Quazite PC1730BA12(box)
Hubbell Lenoir City, Inc.
(formerly Strongwell)
3621 Industrial Park Drive
Lenoir City, Tennessee 37771
Quazite PC1730CA00BOA(lid)
Quazite PC1730CA00HJA(lid) ♦
Quazite PC1730BB12(box)
Quazite PG1730HA00BOA(lid)
Quazite PG1730HA00HJA(lid) ♦
Quazite PG1730BB12(box)
Type 3 HD (15 ¼“ x 28”, Minimum)
(380 mm x 710mm)
Quazite PG1730HA000BO(lid)
Quazite PG1730HA00HJA(lid)♦
Quazite PG1730BA12 (box)
Hubbell Lenoir City, Inc.
(formerly Strongwell)
3621 Industrial Park Drive
Lenoir City, Tennessee 37771
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Page 3
Type 3 HD (continued)
S1730 B12FA(box)
S1730 HBBOA29(lid)
Synertech Moulded Products
2006A Lee Street
Longview, Texas 75604
1730P1BOUOO1
Carson Industries LLC
17511 Valentine Court
Bristol, 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.
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.
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Page 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 field
performance is unacceptable.
172
07/2008
QPL 713.02
SPAN WIRE-TRAFFIC SIGNAL
Zinc Coated
Bekaert Corporation
1881 Bekaert Drive
Van Buren, Arkansas 72956-6801
800-241-4126
National Strand Products, Inc.
12611 Cain Circle
Houston, Texas 77015
800-455-2475
Method of Documentation of Acceptance: By shipping document identifying
strand size and grade, coating class, ASTM specification, and quantity. The brand
and manufacturer if not listed above must be approved prior to use.
The following procedure is to be used in acquiring approval of Span Wire to be
placed on the Qualified Products List:
1. The manufacturer will provide the Materials Division with a notarized test
report from a
recognized laboratory listing actual results from testing of
production samples of the material. Accompanying this report will be a
statement by the manufacturer indicating the material to be seven strand steel
wire (nominal 8 mm, 5/16 in.) of Extra High Strength grade with a Class A coating
conforming to the requirements of ASTM A 475 .
Furthermore, all iron and steel material used on Department projects must be in
compliance with "Buy America" requirements and the Department's "Standard
Specifications for Highway Construction", Subsection 106.01. This means all
manufacturing processes of the iron or steel in a product(i.e., smelting/remelting,
and any subsequent process which alters the steel material's physical form or
shape or changes its chemical composition) must occur within the United States to
be considered of domestic origin. This includes processes such as rolling,
extruding, machining, bending, grinding, drilling, and applying coatings. The use
of pig iron or processed, pelletized, and reduced iron ore manufactured outside of
the United States is permitted in the domestic manufacturing process for steel
and/or iron materials. All steel mill test reports will contain a statement certifying
that all manufacturing processes for the steel occurred in the United States. Each
supplier/fabricator of an intermediate product will also certify that the product
complies with "Buy America" requirements.
2. Two samples(2 m, 6 ft., in length) shall be submitted to the Materials Division
for further testing and evaluation.
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Page 2
3. When deemed necessary by the Materials Engineer and at a frequency
determined by him, random samples from each manufacturer shall be taken and
tested.
4. Material failure may be considered sufficient reason to discontinue
acceptance of material from the manufacturer, determination of which shall
be by the Materials Engineer.
174
07/2008
QPL 718.02
GLASS BEADS
for
REFLECTORIZED PAINT and THERMOPLASTIC PAVEMENT MARKINGS
Supplemental Specifications SS-718-1(6-03-04) & SS-719-1 (6-04-04)
with Adhesion Coating**
Mfr. Identifier
Mfr.
Megalux Ark Type 3 T-20
SWARCO
Type 2 – Ultralux Glass Beads
WEISSKER MANUFACTURING, LP
AR L511 1007(Add’l production
POTTERS INDUSTRIES, INC.
information will follow this identifier)
** 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
AASHTO Type 1 Star Brite
M247-02 TP1 AC110
M247-05 TP1 AC110
ARK SPEC M 247 TYPE 1 MR
ARK SPEC M 247 TYPE 1 MRAC
FLEX-O-LITE
FLEX-O-LITE
POTTERS INDUSTRIES, INC.
POTTERS INDUSTRIES, INC.
SWARCO
SWARCO
AASHTO M 247 Type 1, with Adhesion Coating
Mfr. Identifier
Mfr.
AASHTO Type 1 Star Brite
FLEX-O-LITE
M247-02 TP1 AC110
POTTERS INDUSTRIES, INC.
M247-05 TP1 AC110
POTTERS INDUSTRIES, INC.
ARK SPEC M 247 TYPE 1 MRAC
SWARCO
Supplemental Specifications SS-718-1(6-03-04) & SS-719-1 (6-04-04) with Adhesion
Coating beads are larger beads. A moisture resistant coating is not allowed, but the
beads are treated to improve the larger beads’ adhesion to striping materials (paint &
thermoplastic).
AASHTO M 247 Type 1, Moisture Resistant(MR) beads are for use with thermoplastic striping
material; moisture resistance is to prevent clumping of beads in the striping truck and the
truck dispenser.
AASHTO M 247 Type 1, with Adhesion Coating beads are for use with paint striping
material. These beads are treated for moisture resistance and are treated to improve their
adhesion to waterborne paint striping material.
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QPL 718.02
Page 2
Manufacturers:
FLEX-O-LITE, Inc.
125 Cassens Court
Fenton, MO. 63026
(800) 325-9525
POTTERS INDUSTRIES, INC.
P.O. BOX 840
VALLEY FORGE, PA. 19482-0840
(800) 552-3237
SWARCO
P.O. BOX 1558
MEXIA, TX. 76667-1558
(254) 562-9879
WEISSKER MANUFACTURING, LP
P.O. BOX 105
CARBONDALE, PA. 18407
(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
Little Rock, AR 72203
or
11301 Baseline Road
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.
176
07/2008
QPL 718.021
PAVEMENT MARKING PAINT
Solventborne Paint (1996 & 2003 Std. Specs.)
Acrylic Copolymer
980491 UXO4WOO1(White)
980492 UXO4YOO1(Yellow)
Manufacturer
Ennis Paint, Inc.
1509 S. Kaufman
Ennis, Texas 75119
Chlorinated Polyolefin
Chlorinated Rubber
Waterborne Paint
Containing Methanol (1996 Std. Specs.)
TM2260(White)
TM2261(Yellow)
Sherwin Williams Company
Highway Products
2325 Hollins Ferry Road
Baltimore, 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. Kaufman
Ennis, Texas 75119
TM2318(White)
TM2319(Yellow)
Sherwin Williams Company
Highway Products
2325 Hollins Ferry Road
Baltimore, Maryland 21230
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QPL 718.021
Page 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
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.
178
07/2008
QPL 719.02
THERMOPLASTIC PAVEMENT MARKINGS
2003 STANDARD SPECIFICATIONS
01-WHX-BADA (White Hydrocarbon-Granular Form)
(formerly identified as 12-WHX-BADA)
01-YHX-AEDA (Yellow Hydrocarbon-Granular Form)
(formerly identified as 12-YHX-AEDA)
01-WAX-BADA White Alkyd
01-YAX-AEDA Yellow Alkyd
Crown Technology, LLC
35 Industrial Park Drive
P.O. Box 789
Woodbury, Georgia 30293
AR-HY-SX-W-1(886076) - White Hydrocarbon
AR-HY-SX-Y-1(886077) - Yellow Hydrocarbon
AR-AK-SX-W-1(886074) - White Alkyd
AR-AK-SX-Y-1(886075) - Yellow Alkyd
Ennis Paint, Inc.
P.O. Box 404
1509 S. Kaufman
Ennis, Texas 75120
1-800-331-8118
Smart Mark Hydrocarbon W2X1256 & Y2X1246
Smart Mark Alkyd W1X1256 & Y1X1246
Dobco
P.O. Box 888
Manchester, Georgia 31816
1-706-846-2221
1996 STANDARD SPECIFICATIONS
12-WHX-AGEA (White Hydrocarbon-Granular Form)
12-WAX-AGEA (White Alkyd-Granular Form)
12-YHX-ACEA (Yellow Hydrocarbon-Granular Form)
12-YAX-ACEA (Yellow Alkyd-Granular Form)
Crown Technology, LLC
35 Industrial Park Drive
P.O. Box 789
Woodbury, Georgia 30293
AR-HY-X-W-1 - White Hydrocarbon
AR-HY-X-Y-1 - Yellow Hydrocarbon
AR-AK-X-W-1 - White Alkyd
AR-AK-X-Y-1 - Yellow Alkyd
884085-AR White Hydrocarbon-Granular Form
884077-AR Yellow Hydrocarbon-Granular Form
884053-AR White Alkyd-Granular Form
884054-AR Yellow Alkyd-Granular Form
Ennis Paint, Inc.
P.O. Box 404
1509 S. Kaufman
Ennis, Texas 75120
1-800-331-8118
Swarco AR05 (White Hydrocarbon)
Swarco AR06 (Yellow Hydrocarbon)
Swarco AR07 (White Alkyd)
Swarco AR08 (Yellow Alkyd)
Swarco
P.O. Box 89
Columbia, Tennessee
38402-0089
1-800-216-8781
HEAT-FUSED, PREFORMED THERMOPLASTIC
ThermaLine
(formerly supplied by
LaFarge / Linear Dynamics, Inc.)
Ennis Paint, Inc.
P.O. Box 404
Ennis, Texas 75120
1-800-331-8118
PREMARK
Flint Trading, Inc.
P.O. Box 160
Thomasville, North Carolina 27361
1-336-475-6600
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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, 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.
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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.
181
182
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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 Markings
Div. of Patch Rubber Co.
P.O. Box H
Roanake Rapids, N.C. 27870
(919)536-2574
Director
SWARCO
P.O. Box 89
Columbia, Tennessee 38420-0089
Series 1000
Brite-Line Industries, Inc.
10660 E. 51st Avenue
Denver, Colorado 80239
Stamark 5730(White)
5731(Yellow)
3M Company
Traffic Control Materials Division
Type 3, RPPM Pliant Polymer Tape for Extremely High Traffic
Stamark 380I (White)
381I (Yellow)
3M Company
Traffic Control Materials Division
3M Center
St. Paul, Minnesota 55144-1000
(612)733-1110
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Page 2
Type 4, RPPM Pliant Polymer Tape(Removable)
ATM-200
Advanced Traffic Markings
Div. of Patch Rubber Co.
P.O. Box H
Roanake Rapids, N.C. 27870
(919)536-2574
AZTEC 102
AZTEC 390
P.B. Laminations, Inc.
2940 Mary Ave.
P.O. Box 19893
Brentwood, Missouri 63144
(314)968-2569
Director 2
SWARCO
P.O. Box 89
Columbia, Tennessee 38420-0089
Series 100
Brite-Line Industries, Inc.
10660 E. 51st Avenue
Denver, 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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Page 3
Type 5, RPPM Film for High Traffic, Stop/Start & Turning Movements
ATM-400
Advanced Traffic Markings
Div. of Patch Rubber Co.
P.O. Box H
Roanake Rapids, N.C. 27870
(919)536-2574
Director 35
SWARCO
P.O. Box 89
Columbia, Tennessee 38420-0089
Stamark 420(White)
421(Yellow)
3M Company
Traffic Control Materials Division
3M Center
St. Paul, Minnesota 55144-1000
(612)733-1110
Method of Documentation of Acceptance: By brand and manufacturer.
The following procedure must be followed in acquiring approval of materials to be
added to the above Qualified Products List:
1 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.
2. The manufacturer shall submit samples and product information, including
printed instructions for application.
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.
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Page 4
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.
186
07/2008
QPL 721.02
RAISED PAVEMENT MARKERS, EPOXY ADHESIVES,
AND BITUMINOUS ADHESIVES FOR RAISED PAVEMENT MARKERS
Raised Pavement Markers
Product
Model 911
Model 948
Manufacturer
Stimsonite / Ennis Paint, Inc.
(formerly Avery Dennison / Stimsonite)
6565 West Howard Street
Niles, IL 60714
1-800-327-5917
Model 290 Series
3M Company
Traffic Control Materials Division
3M Center
St. Paul, Mn. 55144-1000
(612) 733-1110
Raised Pavement Marker Epoxy
Type II, Standard Set
Product
E-Bond 1240/1241
Manufacturer
E-Bond Epoxies
P.O. Box 23069
501 Northeast 33rd Street
Ft. Lauderdale, FL 33307
(305)566-6555
Thermoset/Stimsonite RPM Epoxy
EP 308 Resin
EP 308 Hardener
Stimsonite / Ennis Paint, Inc.
(formerly Avery Dennison / Stimsonite)
6565 West Howard Street
Niles, IL 60714
1-800-327-5917
Raised Pavement Marker Bituminous Adhesive
Product
Crafco Standard Marker Adhesive
Part No. 34269
Manufacturer
Crafco, Inc.
6975 Crafco Way
Chandler, Arizona 85226
(800) 528-8242
BT-69
3M Company
Traffic Control Materials Division
3M Center
St. Paul, Mn. 55144-1000
(612) 733-1110
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QPL 721.02
Page 2
Raised Pavement Marker Bituminous Adhesive(continued)
Eagle Asphalt Bituminous Adhesive
Texas Fuel & Asphalt
P.O. Box 9605
Corpus Christi, Texas 78469
(512) 289-7800
EverGrip
Martin Asphalt Co.
(formerly Gulf States Asphalt Co. )
Three Riverway, Suite 400
Houston, TX 77056
Gulf States Bitumen
Stimsonite / Ennis Paint, Inc.
(formerly Avery Dennison / Stimsonite)
6565 West Howard Street
Niles, IL 60714
1-800-327-5917
Method of Documentation of Acceptance: By brand and manufacturer.
The following procedure must be followed in acquiring approval of materials to be added
to the above Qualified Products List:
1. Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible Bituminous
Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives for the Permanent
Raised Pavement Markers must be evaluated by the National Transportation Product
Evaluation Program (NTPEP) as a Raised Pavement Marker, or as an Epoxy Adhesive, or
Bituminous Adhesive for raised pavement markers. Permanent Raised Pavement Markers,
Bituminous Adhesives, Flexible Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives,
and Epoxy Adhesives for the Permanent Raised Pavement Markers upon completion of
NTPEP evaluation, final results must be furnished to the Department. At the end of the
NTPEP testing, the performance of the Permanent Raised Pavement Markers, Bituminous
Adhesives, Flexible Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy
Adhesives will be evaluated and final approval will based on its NTPEP performance. All
reports shall include the manufacturer’s name, address, and product name of the
Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible Bituminous
Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives.
2. The manufacturer shall submit samples and product information, including
printed instructions for application.
3. If the Permanent Raised Pavement Markers, Bituminous Adhesives, Flexible
Bituminous Adhesives, Non-Bituminous Hot-Melt Adhesives, and Epoxy Adhesives meet the
performance criteria, a letter and unsigned certification agreement will be sent to the
manufacturer. The product will be placed on the QPL upon receipt of the signed
certification agreement.
4.
Destination samples will be taken as deemed necessary by the Materials
Engineer to assure compliance with specifications.
5. Failure of these samples either in the laboratory or in field applications is
sufficient reason to reconsider acceptance of the material. Suspension of further use
and/or removal from the QPL may occur until the Materials Engineer determines that the
product is in compliance with applicable specifications and requirements.
188
07/2008
QPL 722.02
PLOWABLE PAVEMENT RETROREFLECTORS,
PLOWABLE PAVEMENT MARKER CASTINGS,
AND ADHESIVES FOR PLOWABLE PAVEMENT MARKERS
Plowable Pavement Marker Retroreflectors
Product
Model 944
Manufacturer
Stimsonite / Ennis Paint, Inc.
(formerly Avery Dennison / Stimsonite)
6565 West Howard Street
Niles, IL. 60714
1-800-327-5917
Ray-O-Lite 2004
Ray-O-Lite Division
PAC-TEC, Inc.
1010 Brice Street
Newark,Ohio 43055
1-740-345-1336
3M Series 190
3M Company
Traffic Control Materials Division
3M Center
St. Paul, Mn. 55144-1000
1-612-733-1110
Plowable Pavement Marker Castings
Product
Model H1010
Model H1010 HP
Manufacturer
Hallen Products, Ltd.
2500 Westward Drive, Unit #2
Spring Grove, Illinois 60081
1-815-675-3100
Ray-O-Lite Snow Lite Model 100
Ray-O-Lite Division
PAC-TEC, Inc.
1010 Brice Street
Newark,Ohio 43055
1-740-345-1336
Stimsonite Model 101
Stimsonite Model 101 LP
Stimsonite / Ennis Paint, Inc.
(formerly Avery Dennison / Stimsonite)
6565 West Howard Street
Niles, IL. 60714
1-800-327-5917
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Page 2
Plowable Pavement Marker Epoxy
Product
Stimsonite Plowable Marker Epoxy
EP 87
Manufacturer
Stimsonite / Ennis Paint, Inc.
(formerly Avery Dennison / Stimsonite)
6565 West Howard Street
Niles, IL. 60714
1-800-327-5917
E-Bond 1238/1239
E-Bond Epoxies
P.O. Box 23069
501 Northeast 33rd Street
Ft. Lauderdale, FL 33307
(305)566-6555
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
Method of Documentation of Acceptance: By brand and manufacturer.
The following procedure must be followed in acquiring approval of materials
to be added to the above Qualified Products List:
1. The manufacturer shall submit samples and product information, including printed
instructions for application. Plowable pavement marker retroreflectors must be standard
size, nominal 2” x 4”. Plowable pavement marker castings must be capable of holding
standard size plowable pavement marker retroreflectors, nominal 2” x 4”.
2. If the Plowable Pavement Marker Retroreflector, the Plowable Pavement Marker
Castings or the Adhesives for the Plowable Pavement Markers meet the performance
criteria, a letter and unsigned certification agreement will be sent to the manufacturer.
The product will be placed on the QPL upon receipt of the signed certification
agreement.
3. Destination samples will be taken as deemed necessary by the Materials Engineer to
assure compliance with specifications.
4. Failure of these samples either in the laboratory or in field applications is sufficient
reason to reconsider acceptance of the material. Suspension of further use and/or
removal from the QPL may occur until the Materials Engineer determines that the product
is in compliance with applicable specifications and requirements.
190
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QPL 723.02
REFLECTIVE SHEETING
For Jobs Let Under Standard Specifications for HIGHWAY CONSTRUCTION,
Edition 2003
Type III, High-Intensity Grade (AASHTO M 268/ ASTM D 4956)
High Intensity Grade
3M Company
(For Perm. Signing - No
St. Paul, Minnesota
“workman” ID symbol)
High Intensity Prismatic (HIP) 3930 White
High Intensity Prismatic (HIP) 3931 Yellow
T-6500 Series
Avery Dennison
Niles, Illinois
Nikkalite Ultralite II
Nippon Carbide Industries(USA), Inc.
Carrollton, Texas
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
(White)
Nippon Carbide Industries(USA), Inc.
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 Sheeting
LDP Series 3924
Series 3924S
3M Company
St. Paul, Minnesota
W-7514
Avery Dennison
Niles, Illinois
92847 ADOT Fluorescent Orange
Nippon Carbide Industries(USA), Inc.
Carrollton, Texas
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REFLECTIVE SHEETING
QPL 723.02
Page 2
For Jobs Let Under Standard Specifications for HIGHWAY CONSTRUCTION,
Edition 1996
Type III, High-Intensity Grade (AASHTO M 268)
High Intensity Grade
{For Perm. Signing – No “workman” symbol })
3M Company
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 Sheeting
LDP Series 3924
Series 3924S
3M Company
St. Paul, Minnesota
W-7514
Avery Dennison
Niles, Illinois
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QPL 723.02
Page 3
Method of Documentation of Acceptance: By brand and manufacturer.
The following procedure must be followed in acquiring approval of materials to be
added to the above Qualified Products List:
1. 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.
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.
193
194
07/2008
QPL 801.02
PREFABRICATED DRAINAGE SYSTEM
PRODUCT
Amerdrain 500
MANUFACTURER
American Wick Drain Corp.
1209 Airport Road
Monroe, North Carolina 28110
800 242-9425
Aquadrain 15X
Colloid Environmental Technologies
Co. (CETCO)
1500 West Shure Drive
Arlington Heights, Illinois 60004
(800) 426-5564
Battle Drain II
Linq Industrial Fabrics, Inc.
Geotextile Division
2550 West Fifth North Street
Summerville, South Carolina 29483
(800) 778-5475
C Drain 15K
Contech Constr. Products, Inc.
10100 Maumelle Blvd.
North Little Rock, Arkansas 72113
(501) 758-1985
Greenstreak Sheet Drain
Greenstreak, Inc.
3400 Tree Court Ind. Blvd.
St. Louis, Missouri 63122
(800) 325-9504
Hydroduct Classic Drainage Composite
Grace Construction Products
W.R. Grace & Co.
P.O. Box 2585
Houston, Texas 77252
(713) 223-8353
Miradrain 6000
Mirafi/Division of Nicolon Corp.
3500 Parkway Lane
Suite 500
Norcross, Georgia
(800) 234-0484
TerraDrain 101
Webtec, Inc.
P.O. Box 240302
Charlotte, North Carolina 28244
(800) 438-0027
Method of Documentation of Acceptance: By brand and manufacturer.
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QPL 801.02
Page 2
The following procedure is to be used in acquiring approval of Prefabricated
Drainage System to be placed on the Qualified Products List:
1. The manufacturer will provide the Materials Division with information listing
minimum values of the material. The system shall be of composite construction,
consisting of a supporting structure of drainage core material and a geotextile filter
fabric bonded to the drainage core on one side only. The system shall meet the
following requirements:
Drainage core shall consist of a preformed, stable polymer plastic
material with a cuspated or nippled structure and have the following properties:
Property
Flow Capacity
Compressive Strength
Thickness
Fungus Resistance
Value
15.0 gal/min/foot-width at
1400 psf at 1.0 gradient
10,000 psf at 20% deflection
0.38 inches (Minimum)
No Growth
Test Method
ASTM D 4716
ASTM D 1621
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
Fabric Weight
Grab Tensile
Grab Elongation
Puncture
Permittivity
Burst Strength
E.O.S.
Value
3.0 oz/yd
90 lbs.
50%
60 lbs.
50 GPM/ft2
200 psi
50
Test Method
ASTM D 3776
ASTM D 4632
ASTM D4632
ASTM D 3787
ASTM D 4491
ASTM D 3787
CW-02215
2. Sample(s) shall be submitted to the Materials Division for evaluation.
3. When deemed necessary by the Materials Engineer and at a frequency
determined by him, random samples from each manufacturer shall be taken.
4.
Material failure may be considered sufficient reason to discontinue
acceptance of material from the manufacturer, determination of which shall be
by the Materials Engineer.
5. After approval for inclusion in the Qualified Products List, samples will be
taken at random from shipments. Non-conformance of material may cause the
product to be removed from the Qualified Products List.
196
07/2008
QPL 802.022
PRECAST/PRESTRESS CONCRETE PRODUCTS
The following manufacturers are qualified to produce precast/prestress
structural concrete products for use on AHTD projects:
Prestress Service Industries of Tenn., LLC (C, E)
- Memphis, TN
(formerly CPI Concrete Products, Inc.)
Construction Products, Inc. (E)
- Jackson, TN
Coreslab Structures (Tulsa), Inc. (C)
- Tulsa, OK
F-S Prestress, Inc. (C, E)
- Princeton, LA
Hanson Pipe and Products, Inc. (A) - Poyen, AR
Hanson Pipe and Products, Inc. (A) – Grand Prairie, TX
Scott Clark Construction, LLC. (A)
- Batesville, AR
A - Precast Bridge Units
B - Prestress Bridge Units
C - Prestress Girders
D - Precast Piles
E - Prestress Piles
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.
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Page 2
Qualification of precast/prestress concrete manufacturers is based on a
plant inspection prior to casting operations to determine their capability of
producing a uniform product in compliance with AHTD Standard Specifications
and referenced ASTM Standards. Items covered in this inspection may include,
but is not limited to, materials storage, scales, batch plants, forms, tensioning
jacks, testing facilities and quality control.
Approval of materials is based on test samples and/or material
certifications. Sampling and testing shall be in accordance with the AHTD
"Manual of Field Sampling and Testing Procedures".
Approval of precast/prestress products is determined by visual inspection
and quality assurance tests conducted by AHTD personnel or their designated
representative. These tests may include, but is not limited to, slump, air content,
unit weight and compressive strength of cast cylinders.
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.
198
07/2008
QPL 802.18
FELT JOINT MATERIALS
and
FELT BEARING PADS
ASPHALT-TREATED FELT (ASTM D224, Type I/ ASTM D6380,Class S IV)
Products
Base Sheet (#43)
Suppliers
Tarco
9515 Hwy. 165 S.
North Little Rock, AR
Method of Documentation of Acceptance: By brand and manufacturer.
Method of Approval for Materials to be added to this Qualified Products List:
1. Suppliers/Manufacturers shall provide to the Materials Division the
Manufacturer's certification for each material stating compliance with the
appropriate stated specification and certifying that all materials supplied to
Department projects will comply with the appropriate specifications.
2.
Sample(s), 3’ by roll width, along with product literature shall be
submitted to Materials Division for verification testing.
3. When deemed necessary by the Materials Engineer and at a
frequency determined by same, samples shall be taken and tested on a
random basis on materials from each manufacturer.
4. Material failure of project and/or random samples will be considered
sufficient reason to discontinue acceptance of a material from a
manufacturer, determination of which shall be made by the Materials
Engineer.
199
200
07/2008
QPL 802.19
CONCRETE SURFACE FINISHES
Product Brand
Manufacturer
Tammscoat(fine texture)
Tamms Industries
3835 State Route 72
Kirkland, IL. 60146
XL-70 Bridge Cote
Tex-Cote 300 Bridge Cote
Texture Coatings of America, Inc.
4101 Ravenswood
Bldg 4, Suite 115-A
Ft. Lauderdale, FL 33312
(954) 581-0771
The color shall be concrete gray, equal or close to shade 36622 of the Federal
Color Standard 595A.
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
The following procedure is to be used in acquiring approval of Concrete Surface
Finishes, Class 3 for inclusion on the Qualified Products List:
1. The manufacturer will provide the Materials Division with certified test results
from a commercial independent
testing laboratory on
accelerated
weathering, chemical analysis of formulation, and physical properties as listed
in AHTD Test Method 806. Retesting will be required every five (5) years, whenever
performance has been unsatisfactory, or for formulation change.
2. Sample(s) of the material along with an infrared spectra of the synthetic resin
binder shall be furnished to the Materials Division for further testing and evaluation.
3. When deemed necessary by the Materials Engineer, and at a frequency
determined by him, random samples will be taken and may be tested for quality.
Failure of these tests and/or unacceptable field performance as determined by
the Department will be cause for removal of a product from this QPL.
201
202
07/2008
QPL 803.021
Class 1 Protective Surface Treatment for Concrete
(Boiled Linseed Oil)
Manufacturer
SUPPLIER
Archer Daniels Midland (ADM)
Darragh Company
1401 E. 6th Street
Little Rock, AR 72202
Archer Daniels Midland (ADM)
CMC Construction Services
(formerly Lofland Company)
2214 S. City Lake Rd.
Fayetteville, AR 72701
P.O. Box 1168
Little Rock, AR 72203
Archer Daniels Midland (ADM)
Williams Equipment & Supply, Inc.
4706 East Highland Drive
Jonesboro, 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 address
Product name
Date of manufacture
Lot identification
Laboratory 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.
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QPL 803.021
Page 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.
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.
204
07/2008
QPL 803.022
CLASS 2 PROTECTIVE SURFACE TREATMENT FOR CONCRETE
Product Brand
Baracade Silane 40
Manufacturer
Tamms Industries
3835 State Route 72
Kirkland, Illinois 60146
Conspec Silane 40
Conspec Marketing & Mfr. Co., Inc.
636 South 66th Terrace
Kansas City, Kansas 66111
ESI-515
Freeport, Inc.
P.O. Box 470028
Tulsa, Oklahoma 74147
(918) 622-8610
Hydrozo Silane 40 VOC
BASF Construction Chemicals, LLC
(formerly DeGussa/ChemRex, Inc.)
889 Valley Park Drive
Shakopee, Minnesota 55379
Sil-Act ATS 42
Sil-Act Multigard
Advanced Chemical Technologies
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.
205
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:
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 alkylalkoxysilane. 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.
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QPL 803.022
Page 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
Water Immersion
Salt Water Ponding
(Based on nonbraded specimen)
ASTM C 642
ASTM C 642
AASHTO T 259
48 hours
50 days
90 days
1 % by weight
2 % by weight
0.76 lbs / cu yd
(0.44 kg/cu m)
Depth:
1/2" to 1"
(13 to 25mm)
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.
207
208
07/2008
QPL 803.023
CLASS 3 PROTECTIVE SURFACE TREATMENT for CONCRETE
Product Brand
SikaPronto 19
Manufacturer
Sika Corporation
201 Polito Avenue
Lyndhurst, New Jersey 07071
1-800-933-7452
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
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:
Viscosity
Maximum
Brookfield RVT 100 rpm
@ 22C(72 F)
25 cps
Pot Life
Minimum
Application Life Before
Curing Begins(@ 20C
(68 F) Air Temperature)
15 Minutes
Curing Time
Maximum
On Site @ 10C(50 F)
6 Hours
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.
6. 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.
209
210
07/2008
QPL 804.02
REINFORCING STEEL
(UNCOATED AND EPOXY COATED BARS)
ABC Coating Company
Tulsa, Oklahoma – F, E
ABC Coating Company, Inc. of Texas
Waxahachie, Texas - F, E
Ambassador Steel
Kansas City, Missouri - F
Mooresville, Indiana - F
Newton, Iowa – F
St. Louis, Missouri-F
American Highway Technology
Kankakee, Illinois – F, E
Arkansas Rebar Inc.
Benton, Arkansas - F
Chaparral Steel
Midlothian, Texas – P
CMC Rebar
North Little Rock, Arkansas –F
(formerly CMC Construction Services)
Springdale, Arkansas –F
CMC Rebar
Oklahoma City, Oklahoma – F
(formerly Lofland of Oklahoma)
CMC Steel Arkansas
Magnolia, Arkansas – P
CMC Steel South Carolina (formerly SMI) Cayce, South Carolina - P
CMC Steel Texas (formerly SMI)
Seguin, Texas – P
ConSteelCo, Inc.
Jackson, Mississippi – F
Diamondback Steel Co., Inc.
Muskogee, Oklahoma –F
ENCO Materials, Inc.
North Little Rock, Arkansas –F
ENCO Materials, Inc.
Springdale, Arkansas –F
Gerdau AmeriSteel
Beaumont, Texas – P (formerly North Star Steel)
Charlotte, North Carolina - P, F
Collierville, Tennessee – F
Jackson, Tennessee - P, F
Jacksonville, Florida - P, F
Knoxville, Tennessee - P, F, E
Louisville, Kentucky - F
Nashville, Tennessee - F
Perth Amboy, New Jersey – P
Sand Springs, Oklahoma – P(formerly SheffieldSteel)
Sayreville, New Jersey – P, E
St. Paul, Minnesota – P, F (formerly North Star Steel)
Hearon Steel
Muskogee, Oklahoma – F
Leak Proof, Inc.
Hot Springs, Arkansas –F
Lulich Steel Corporation
Slidell, Louisiana –F
Mid-American Steel
Madill, Oklahoma – P
Nucor Bar Mill Group
Nucor Steel Birmingham, Inc.
Birmingham, Alabama – P
Nucor Steel Jackson, Inc.
Jackson, Mississippi – P
Nucor Steel - Texas
Jewett, Texas – P
Nucor Steel Kankakee, Inc.
Kankakee, Illinois – P
Rocky Mountain Steel Mills
Pueblo, Colorado– P
Sioux City Foundry Co.
Sioux City, Iowa - F, E
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07/2008
QPL 804.02
Page 2
Southern States Steel Co.
Steel Coatings, Inc.
Steelcorp, Inc.
Steel Specialties of Mississippi
P - Reinforcing Bar Producer
Beaumont, Texas - F
Muskogee, Oklahoma - F, E
Miamitown, Ohio - F
Pearl, Mississippi - F
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.
AGREEMENT FOR THE ACCEPTANCE
OF REINFORCING STEEL(BARS-COATED & UNCOATED)
The following procedure defines a means whereby the Producer, Fabricator, or
Epoxy Coater may certify the identity of uncoated and coated reinforcing steel and
attest to its quality. This procedure shall be applicable only to domestic reinforcing steel of
Grade 300 (Grade 40) designation, AASHTO M 31 or M 322(formerly M 42 & M 53) and
Grade 420 (Grade 60) designation, AASHTO M 31 or M 322(formerly M 42 & M 53). Further,
it outlines methods to provide quality control of reinforcing steel to assure that only
material meeting the contract specifications is shipped to and used on Arkansas Highway
and Transportation Department projects.
All iron and steel material used on Department projects must be in compliance
with "Buy America" requirements and the Department's "Standard Specifications for
Highway Construction", Subsection 106.01. This means all manufacturing processes of the
iron or steel in a product (i.e., smelting/remelting, and any subsequent process which
alters the steel material's physical form or shape or changes its chemical composition)
must occur within the United States to be considered of domestic origin. This includes
processes such as rolling, extruding, machining, bending, grinding, drilling, and applying
coatings. The use of pig iron or processed, pelletized, and reduced iron ore manufactured
outside of the United States is permitted in the domestic manufacturing process for steel
and/or iron materials. All steel mill test reports will contain a statement certifying that all
manufacturing processes for the steel occurred in the United States.
212
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.
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.
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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
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.
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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.
4. Material furnished to a manufacturer of precast concrete products will have a
Certificate of Delivery and certifying statement.
Company Name /Plant Location :____________________________________________
Participating as:  P - Producer F – Fabricator
 E - Epoxy Coater
Signature :____________________________ Date: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________
215
216
07/2008
QPL 804.07
MECHANICAL REBAR SPLICES
(for Uncoated Rebar)
Manufacturer
Product
SCREWLOCK TYPE
Barsplice Products, Inc.
Bar-Lock (MBT) Coupler Systems
#4 - #11 ZAP Screwlok
#9 ZAP Screwlok
#4 - #11
THREAD TYPE
Barsplice Products, Inc.
#4 - #11 Bar Splicer
Dayton Superior
#4 - #11 Splice
LENTON
#4 - #10 LENTON Standard Coupler-A2
Richmond
#4 - #8 Splice
Williams Form
#4 - #5 Splice
SWAGED TYPE
Barsplice Products, Inc.
#4 - #11Bar Grip
WEDGE TYPE
Erico Products
OCM, Inc.
#4 - #6 Quick-Wedge Splice
#4 - #6 Splice Clip
METHOD OF DOCUMENTATION OF ACCEPTANCE: By brand and manufacturer.
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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 product will also certify that the product
complies with "Buy America" requirements.
3. Suppliers/Manufacturers shall provide product information and Material
Safety Data Sheets if applicable.
4. When deemed necessary by the Materials Engineer and at a frequency
determined by him, random samples will by taken and tested.
5. Material failure of project and/or random samples will be considered
sufficient reason to discontinue acceptance of a material from a manufacturer,
determination of which shall be made by the Materials Engineer.
218
07/2008
QPL 805.02
STEEL H-PILE DRIVING POINTS
Product
Manufacturer
Hard Bite HP-77600-B
Hard Bite HP-77750-B
Hard Bite HP-7780-B
Associated Pile and Fitting Corp.
P.O. Box 1048
Clifton, N.J. 07014
ICE Rock-Bite HPH 10-RB
ICE Rock-Bite HPH 12-RB
ICE Rock-Bite HPH 14-RB
Mid-America Foundation Supply, Inc.
3101 New Haven Avenue
P.O. Box 5198
Fort Wayne, Indiana 46805
PAR-T Series
Versabite Piling Accessories, Inc.
1704 Tower Industrial Drive
Monroe, N.C. 28110
Tuftip H-776
Tuftip H-777
Dougherty Foundation Products
P.O. Box 688
Franklin Lakes, N.J. 07417
VS- 300 Series
Versa-Steel Inc.
1618 NE First Avenue
Portland, Oregon 97232 -1136
Method of Documentation of Acceptance: By brand and manufacturer.
Method of Approval for Materials to be added to this Qualified Products List:
Detailed design drawings, material specifications, test data, product literature and
installation procedures must be submitted for approval. Pile points must meet the
requirements of ASTM A 27, Grade 65-35 or ASTM A 148, Grade 80-40. Random samples
may be taken by the Department for evaluation. Any deviation in performance from the
original sample may be sufficient reason to discontinue acceptance of the material from
the manufacturer, determination of which shall be by the Materials Engineer.
Furthermore, all iron and steel material used on Department projects must be in
compliance with "Buy America" requirements and the Department's "Standard
Specifications for Highway Construction", Subsection 106.01. This means all manufacturing
processes of the iron or steel in a product(i.e., smelting/remelting, and any subsequent
process which alters the steel material's physical form or shape or changes its chemical
composition) must occur within the United States to be considered of domestic origin. This
includes processes such as rolling, extruding, machining, bending, grinding, drilling, and
applying coatings. The use of pig iron or processed, pelletized, and reduced iron ore
manufactured outside of the United States is permitted in the domestic manufacturing
process for steel and/or iron materials. All steel mill test reports will contain a statement
certifying that all manufacturing processes for the steel occurred in the United States.
Each supplier/fabricator of an intermediate product will also certify that the product
complies with "Buy America" requirements.
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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
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.
220
07/2008
AFCO
QPL 807.01
STRUCTURAL STEEL FABRICATORS
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 Agnew
Oklahoma 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
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 Pike
North Little Rock, AR. 72117
Prospect Steel
Prospect Steel Company (Cbr, F, P1, P2, P3)
8900 Fourche Dam Pike
Little Rock, AR. 72206
Stupp Bridge Company
Stupp Bridge Company (Cbr, F, P1, P2, P3)
445 Century Street
Bowling 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.
221
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 AREA
P - Sophisticated Paint Endorsement
P1 - Sophisticated Paint Endorsement-Enclosed
P2 - Sophisticated Paint Endorsement-Covered
P3 - 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.
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.
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.
222
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
(Tru-Fit Products Corp. )
Medina, Ohio
TRW/Nelson
Lorain, Ohio
Method of Documentation of Acceptance: By brand and manufacturer.
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.
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.
223
224
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
(BRAND)
AWS
CLASS
AWS
SPEC.
E7018-1
E7018
F7A2-EM12K
F6A2-EL12
ER70S-3
ER70S-6
E70T-1
E70T-1
E70T-1
E70T-1
E70T-1
E70T-1
E70T-1
E70T-5
E71T-1
E80T1-W
E81T1-Nil
E80T1-W
A5.1
A5.1
A5.17
A5.17
A5.18
A5.18
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.29
A5.29
A5.29
The ESAB Group, Inc.
Alloy Rods
1500 Karen Lane
Hanover, PA 17331
(717) 637-8911
Atom Arc 7018-1
Atom Arc 7018
Spoolarc 72
Spoolarc 78
Spoolarc 85
Spoolarc 88
Coreweld 70
Dual Shield T-62
Dual Shield R-70
Dual Shield II-70
Dual Shield 111AC
Dual Shield 7000
Dual Shield 7100 ULTRA
Dual Shield T-75
Dual Shield II-71
Dual Shield 8100W
Dual Shield II 80Nil
Dual Shield 88W
225
07/2008
QPL 807.05
Page 2
Hobart Brothers Company
600 West Main Street
Troy, OH 45373
(513) 339-6000
Hobart 18AC
Hobart 418
Hobart 718
Hobart 718C
Hobart 718MC
Hobart 728
Hobart BR-3
Hobart HB-25
Hobart HB-33
Hobart HB-28
Hobart BR-6
Hobart Formula XL525
Hobart Formula XL550
Hobart Fabco RXR
Hobart Fabco 81
Hobart Fabcor 86
Hobart Fabco 90
Hobart Fabco 91
Hobart Fabco 802
Hobart Fabco 825
Hobart Fabco 85
Hobart Fabshield 32
Hobart Fabshield 3
Hobart HB-18
Hobart Fabco 83
Hobart Fabco 115
Hoballoy 8018C1
Hoballoy 8018C2
Hoballoy 8018C3
E7018
E7018
E7018
E7018
E7018
E7028
ER70S-3
ER70S-3
ER70S-3
ER70S-6
ER70S-6
E71T-1
E71T-1
E70T-1
E70T-1
E70T-1
E70T-1
E70T-1
E71T-1
E70T-1
E70T-5
E70T-6
E71T-8
ER80S-D2
E80T1-W
E110T5-K4
E8018-C1
E8018-C2
E8018-C3
226
A5.1
A5.1
A5.1
A5.1
A5.1
A5.1
A5.18
A5.18
A5.18
A5.18
A5.18
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.28
A5.29
A5.29
A5.5
A5.5
A5.5
07/2008
QPL 807.05
Page 3
The Lincoln Electric Company
22801 St. Clair Avenue
Cleveland, Ohio 44117
Jetweld LH-73
Jetweld LH-75MR
Jet LH-78MR
Jetweld LH-3800
Lincolnweld 761/L-60
Lincolnweld 780/L-61
Lincolnweld 860/L-50
Lincolnweld 860/LA-61
Lincolnweld 880/LA-71
Lincolnweld 880M/LA-71
Lincolnweld L-50
Lincolnweld L-56
Outershield 70
Innershield NR-203MP
Innershield NR-232
Lincoln 761/L-70
Lincolnweld 860/L-70
E7018
A5.1
E7018
A5.1
E7018
A5.1
E7028
A5.1
F7A2-EL12
A5.17
F7A2-EM12K
A5.17
F7A2-EM13K
A5.17
F7A2-EM12K
A5.17
F7A4-EM14K
A5.17
F7A6-EM14K
A5.17
ER70S-3
A5.18
ER70S-6
A5.18
E70T-1
A5.20
E71T-8
A5.20
E71T-8
A5.20
F9A0-EA1-G
A5.23
F7P2-EA1-A2
A5.23
F7A2-EA1-A2
A5.23
F7A6-ENilkNil
A5.23
F9A4-EA3K-A4
A5.23
F9A6-EM2-M2
A5.23
F9P2-ECB2-B2
A5.23
F7A10-ECNi2-Ni2 A5.23
F7P10-ECNi2-Ni2 A5.23
F8P4-ECNi2-Ni2
A5.23
F7A2-ENilK-Nil
A5.23
F8A2-ECNi2-Ni2
A5.23
F7A4-EM12K-Nil
A5.23
ER80S-Nil
A5.28
ER80S-D2
A5.28
E71T8-Nil
A5.29
E8018-Cl
A5.5
E8018-C3
A5.5
Lincolnweld 880/LA-75
Lincolnweld 880/LA-90
Lincolnweld 880M/LA-100
Lincolnweld 880M/LA-100
Lincolnweld 880M/LAC Ni2
Lincolnweld 882/LAC Ni2
Lincolnweld 980/LA-75
Lincolnweld 980/LAC-Ni2
Lincolnweld AXXX10/L-61
Lincolnweld LA-75
Lincolnweld LA-90
Innershield NR-203 Nickel (1%)
Jet-LH 8018-C1 MR
Jet-LH 8018-C3 MR
227
07/2008
QPL 807.05
Page 4
L-TEC Welding & Cutting Systems
Welding Materials
P. O. Box 710
Ashtabula, OH 44004
L-TEC Electrode
7018 5/32" Diameter
7018 3/16" Diameter
7018 1/4" Diameter
7018-1 3/16" Diameter
7018-1 1/4" Diameter
E7018
E7018
E7018
E7018-1
E7018-1
L-TEC Electrode-Flux
29 50
F6A2-EM12K, F7A2-EM12K
29 80
F7A2-EM12K
29 231
F7A2-EM12K
29S 35c
F7A2-EM13K
29S 656
F7A6-EM13K
29 350
F7A2-EM12K
29 429
F7A2-EM12K
29 585
F7A2-EM12K
36 50
F6A2-EH14, F7A2-EH14
36 80
F7A2-EH14
36 124
F6A2-EH14, F7A2-EH14
36 585
F7A2-EH14
53 429
F7A4-EH12K
53 656
F7A8-EH12K
80 80
F6A2-EL12
80 350
F6A2-EL12, F7A2-EL12
81 50
F6A2-EM12K, F7A2-EM12K
81 80
F7A2-EM12K
81 231
F7A2-EM12K
81 350
F7A2-EM12K
81 429
F7A2-EM12K
81 439
F7A4-EM12K
81 585
F7A2-EM12K
81 651VF
F7A6-EM12K
81 656
F6A6, F7A6-EM12K
228
A5.1
A5.1
A5.1
A5.1
A5.1
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
A5.17
07/2008
QPL 807.05
Page 5
L-TEC Welding & Cutting Systems(continued)
L-TEC Electrode Gas
29S
CO2
ER70S-3
65
CO2
ER70S-2
82
CO2
ER70S-3
86
CO2
ER70S-6
87HP
CO2
ER70S-7
FC-72 CO2
E70T-1
FC-702 CO2
E70T-1
FC-703 CO2
E70T-1
FC-707 CO2
E71T-1
FC-715 CO2
E71T-1
FC-717 CO2
E71T-1
FC-719 CO2
E71T-1
MC-716 C-25
E70T-1
MC720 C-25
E70T-1
WS-429
F7A2-EW-WH8, F8A2-EW-WH8
WS-439
F7A4,F8A4-EW-WH8
WS-656
F7A5-EW-WH4
WS 709-5
F7A2, F8A2-EW-W
ENi4 429
F9A4, ENi4-Ni4
ENi4 656
F8A8, F9A8-ENi4-Ni4
ENi4 709-5
F7A4, F8A4-ENi4-Ni4
ENi4 651VF
F8A8, F9A8,ENi4-Ni4
95 656
F9A6, EM2-M2H4
95 709-5
F9A6, EM2-M2H8
100 709-5
F11A4-EF5-F5
83
CO2
ER80S-D2
HI-84 CO2
ER80S-D2
FC727 CO2
E81T1-Ni2
FC115 C-25
E110T5-K4
A5.18
A5.18
A5.18
A5.18
A5.18
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.20
A5.23
A5.23
A5.23
A5.23
A5.23
A5.23
A5.23
A5.23
A5.23
A5.23
A5.23
A5.28
A5.28
A5.29
A5.29
McKay Division
Hobart Brothers Company
101 Trade Square East
Troy, OH 45373
(800) 424-1543
McKay 7018 XLM
McKay Speed-Alloy 71V
McKay Speed-Alloy 75
E7018
E70T-1
E70T-5
229
A5.1
A5.20
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 Electrode
E####-x
Minimum tensile strength in 1000 psi--For bridge welding must
be 70 or greater
E####-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 type
E####-x
Chemical composition of weld metal deposit.
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 (450º500ºF)(Max exposure time is 4 hrs.)
AWS 5.5 electrodes must be dried at least 1 hour at 370ºC - 430ºC (700º800ºF)(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 (GMAWA5.18 & A5.28). These are normally shop fabrication techniques.
230
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
SERVICES, INC.
Mabelvale, Ar.
PULASKI TECHNICAL COLLEGE
Little Rock, Ar.
UNIVERSITY of ARKANSAS – FORT SMITH
Fort Smith, Ar.
WELDER CERTIFICATION PROCEDURE
A 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.
231
07/2008
QPL 807.26
Page 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 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.
232
07/2008
QPL 807.66
NONSHRINK GROUT
Cement-Based Grout
Product
Manufacturer
Certi-Vex Grout #1000
Vexcon Chemicals, Inc.
7240 State Road
Philadelphia, PA. 19135
(888) 839-2661
Conset Grout
ChemMasters
300 Edwards Street
Madison, Ohio 44057-3112
(440) 428-2105
CRC Flo-Rite 8000 Grout
Construction Resins Corporation
2418 Ludelle Street
Fort Worth, TX. 76105
(817) 535-3281
General-Purpose Construction Grout Symons Corporation
4226 Kansas Avenue
Kansas City, Kansas 66106
(866) 329-8724
Hi-Flow Grout
The Euclid Chemical Company
19218 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
Sure Grip High Performance
Dayton Superior Corp.
4226 Kansas Avenue
Kansas City, Kansas 66106
(866) 329-8724
QUIKRETE Non-Shrink Precision Grout
The QUIKRETE Companies
500 Marathon Parkway
Lawrenceville, Georgia 30045
(770) 216-9580
233
07/2008
QPL 807.66
Page 2
Cement-Based Grout(continued)
Sealtight CG-86 Construction Grout
W.R. Meadows
P.O. Box 7752
255 N.E. 33rd Street
Fort Worth, Texas 76111
(817) 834-1969
Sonogrout 10K
Sonneborn / ChemRex, Inc.
889 Valley Park Drive
Shakopee, Minnesota 55379
(800) 243-6739
Epoxy Grout
Polygrout
(For applications at air
temperatures of 60°F - 90°F)
Tamms
3835 State Route 72
Kirkland, Illinois 60146
(815) 522-3394
Method of Documentation of Acceptance: By brand and manufacturer.
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:
(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.
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Page 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.
Box 2261
or
11301 Baseline Road
Little Rock, AR 72203
Little Rock, AR 72209
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 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.
235
236
07/2008
QPL 807.76
STRUCTURAL STEEL PAINT SYSTEM
PRIMER/ TIE COAT/URETHANE FINISH
2003 STANDARD SPECIFICATIONS
System
Dimetcote 9 VOC
Amercoat 385
Amercoat 450 H
Primer
Epoxy tie coat
Polyurethane topcoat
Manufacturer
PPG Industries, Inc.
or Ameron International*
11605 Vimy Ridge Road(72209)
Post Office Box 192610
Little Rock, AR 72219-2610
501-455-4500
*Reflects PPG’s Purchase of
Ameron-Some Stock Ameron Paint
May Be Available through 2008.
Carbozinc 11
Carbozinc 11 HS
Carboguard 888
Carboguard 893
Carbothane 133 HB
Primer
Zinc Clad II LV (Use with 5%
Primer
Epoxy tie coat
Polyurethane topcoat
The Sherwin Williams Company
417 Byrd Street
Little Rock, AR 72202
501-375-7371
Mfr. Recommended Reducer)
Zinc Clad II Plus (Use with 4%
Mfr. Recommended Reducer)
Recoatable Epoxy Primer
B67 Series
HiSolids Polyurethane B65
Series
Carboline Company
350 Hanley Industrial Ct.
St. Louis, MO 63144-1599
314-644-1000
Epoxy tie coat
Polyurethane topcoat
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.
Method of Approval for Materials to be added to this Qualified Products List:
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.
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Page 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 System
Certified 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.
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.
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Page 3
STRUCTURAL STEEL PAINT SYSTEM
PRIMER/ TIE COAT/URETHANE FINISH
1996 STANDARD SPECIFICATIONS
System
Dimetcote 9 or
Dimetcote 9 HS
Amercoat 385
Amercoat 450 H
Primer
Primer
Epoxy tie coat
Polyurethane topcoat
Manufacturer
PPG Industries, Inc.
or Ameron International*
11605 Vimy Ridge Road(72209)
Post Office Box 192610
Little Rock, AR 72219-2610
501-455-4500
*Reflects PPG’s Purchase of
Ameron-Some Stock Ameron Paint
May Be Available through 2008.
Carbozinc 11 or
Carbozinc 11 HS or
Carbozinc 11 VOC
(formerly Carbozinc D11 VOC)
Rustbond (formerly Rustbond
Penetrating Sealer WG) or
Carboguard 888 or
Carboguard 890 or
Carboguard 893
Carbothane 133HB
Primer
Primer
Primer
Zinc Clad II HS
Recoatable Epoxy Primer B67
Series
HiSolids Polyurethane B65 Series
Primer
Epoxy tie coat
Carboline Company
350 Hanley Industrial Ct.
St. Louis, MO 63144-1599
314-644-1000
Epoxy tie coat
Epoxy tie coat
Epoxy tie coat
Epoxy tie coat
Polyurethane topcoat
Polyurethane topcoat
The Sherwin Williams Company
417 Byrd Street
Little Rock, AR 72202
501-375-7371
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.
Method of Approval for Materials to be added to this Qualified Products List:
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.
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Page 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 System
Certified 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.
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.
240
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 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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Page 2
AGREEMENT FOR THE ACCEPTANCE
Of
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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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. Noncomplying 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.
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QPL 808.02
Page 4
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.
Company Name /Plant Location :____________________________________________
Signature :____________________________ Date: ___________________________
Typed/Printed Name: ____________________________
Telephone No.: ______________ Fax No.: _____________ Email Address: ______________________
244
07/2008
QPL 809.021
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.
2. When deemed necessary by the Materials Engineer and at a frequency
determined by him, random samples will by taken and tested.
3. 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.
245
246
07/2008
QPL 809.022
NEOPRENE STRIP JOINT SEAL
Neoprene Strip Seals - A2R Series
(A2R-200, A2R-SEAL, A2R-XTRA
Rails - SSA2, SSE2, SSCM2)
D. S. Brown Company
Wabocrete Strip Seal
Type A3, SE Series
Watson-Bowman & Acme Corp.
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
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QPL 809.022
Page 2
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.
248
07/2008
QPL 810.02
CLOSED CELL JOINT FILLERS AND ADHESIVES
Product
Manufacturers
Metazeal AJ
Phyzite 380
Eva-Pox Bonder No.1 (down to -1°C ,30°F)
Chase Construction Products
401 New Karner Road
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.
Method of Approval for Materials to be added to this Qualified Products List:
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.
4. When deemed necessary by the Materials Engineer and at a frequency
determined by him, random samples will by taken and tested.
5. Material failure of project and/or random samples will be considered sufficient
reason to discontinue acceptance of a material from a manufacturer,
determination of which shall be made by the Materials Engineer.
249
250
07/2008
QPL 812.02
BRIDGE NAME PLATES
TYPE C & D
Product
Manufacturer
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
Tin
Lead
Iron
Nickel
Sulfur
Zinc
Phosphorus
Antimony
80.0 to 89.0%
3.0 to 15.0
0 to 3.0
0 to 0.25%
0 to 1.0%
0 to 0.05%
0 to 5.0%
0 to 1.0%
0 to 0.75%
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QPL 812.02
Page 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 discontinue
acceptance of material from the manufacturer, determination of which
shall be by the Materials Engineer.
252
07/2008
QPL 815.02
DAMPPROOFING AND MEMBRANE WATERPROOFING MATERIALS
Type A & B Membranes or Dampproofing
ASPHALT PRIMERS
Products
FORTRESS 5302
Primer
FORTRESS ASPHALT PRIMER
Suppliers
Brewer Company
Wickliffe Division
30060 Lakeland Blvd.
Wickliffe, OH 44092
1-800-394-0086
ASPHALT-TREATED COTTON FABRIC
Suppliers
Brewer Company
Wickliffe Division
30060 Lakeland Blvd.
Wickliffe, OH 44092
1-800-394-0086
FORTRESS 9400
(Identified by 94###, Last three
numbers are roll width and length
codes)
ASPHALT-TREATED FELT (ASTM D 226/ D 4869)
ASTM D 226 Type I (15 lb.) / D 4869 Type II(#15)
Products
Supplier
15 ASTM
Tarco
9515 Hwy. 165 S.
North Little Rock, AR
ASTM D 226 Type I I** (30 lb.) / D 4869 Type IV(#30S)
30 ASTM
Tarco
9515 Hwy. 165 S.
North Little Rock, AR
ASPHALT FOR MOPPING ABOVE GROUND
None Approved
**Type II only for 2003 Std. Spec. jobs.
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QPL 815.02
Page 2
ASPHALT FOR MOPPING BELOW GROUND
None Approved
TYPE C POLYETHYLENE LAMINATED ASPHALT MASTIC MATERIAL
Products
Suppliers
Bituthene Low Temperature Membrane
W.R. Grace & Company
P-3000 Primer
P.O. Box 226306
Bituthene Mastic or Liquid Membrane
Dallas, TX 75222
Bituthene 3000 Membrane
P-3000 Primer
Bituthene Mastic or Liquid Membrane
Bituthene 4000 Membrane
System 4000 Surface Conditioner
Bituthene Mastic or Liquid Membrane
ConSeal CS-212 (membrane)
ConSeal CS-50 (primer)
ConSeal CS-75 (primer)
ConSeal CS-102 (mastic)
Concrete Sealants, Inc.
P.O. Box 176
New Carlisle, OH 45344
Mel-Rol Waterproofing Membrane
Mel-Prime Water Based Primer
Mel-Prime V.O.C. Primer -Solvent
Pointing Mastic
Mel-Rol Liquid Membrane (LM)
W.R. Meadows
P.O. Box 7752
Ft. Worth, TX 76111
817-834-1969
Polyguard 650 Membrane
Polyguard 650LT Primer
Polyguard 650 Mastic
Polyguard Products Inc
P.O. Box 755
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 HLM 5000 T)
Sonneborn / ChemRex, Inc.
889 Valley Park Drive
Shakopee, Minnesota 55379
1-800-243-6739
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QPL 815.02
Page 3
TYPE E FIBER MODIFIED ASPHALT COMPOUNDS
Product
Koch #5972 Medium-bodied Liquid
Asphalt Fibered Emulsion
Koch #5984 Heavy-bodied Liquid
Asphalt Fibered Emulsion
Koch #5941 Superior Flashing Cement
OTHER APPROVED TYPES
Products
Black Hawk Plastic Roofing Cement
Black Hawk 705M
Black Hawk 708
Suppliers
Koch Materials Company
P.O. Box 9990
Wickliffe, OH 44092
216-944-3370
Suppliers
Innovative Adhesives Co.
450 Funston Road
Kansas City, KS 66115-1214
1-800-456-8556
Trowel-Mastic
W.R. Meadows
P.O. Box 7752
Ft. Worth, TX
817-834-1969
Method of Documentation of Acceptance: By brand and manufacturer.
Method of Approval for Materials to be added to this Qualified Products List:
1. Suppliers/Manufacturers shall provide to the Materials Division the
Manufacturer's certification for each material stating compliance with the
appropriate stated specification and certifying that all materials supplied to
Department projects will comply with the appropriate specifications.
2.
Sample(s), 3’ by roll width, along with product literature shall be
submitted to Materials Division for verification testing.
3.
When deemed necessary by the Materials Engineer and at a
frequency determined by same, samples shall be taken and tested on a
random basis on materials from each manufacturer.
4. Material failure of project and/or random samples will be considered
sufficient reason to discontinue acceptance of a material from a
manufacturer, determination of which shall be made by the Materials
Engineer.
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