HomeMy WebLinkAboutCAG-20-065 - Duvall - B18 - Furnish & Install Fire Hydrant Assembly on Existing Water Main Incl Wet •
E SIGIVIA ..
MATERIAL TEST REPORT
Quality— Service— Commitment— Delivered.
CHEMICAL COMPOSITION MECHANICAL PROPERTIES ITEM
Tensile psi Yield Str Elong
I).ate Heat# C% Si% Mn% P% S°A) CE% M g% psi (%) (BHN) PART NUMBER
9/11/2019 0S19111 E37 3.45 2.49 0.43 0.068 0.007 4.303 0.041 79375 59313 16.3 201 DMP8
9/11/2019 CS19111 E64 3.45 2.75 0.45 0.076 0.009 4.392 0.035 72978 56951 16.9 201
5/10/2021 YG21E10-02 3.72 2.77 0.24 0.048 0.022 4.757 0.047 71635 59293 20.0 170 DMF86
VERIFIED BY: SREENIVASA RAO AUTHORIZED SIGNATURE DATE: 3/22/2022
1
David Roman-Sanchez
From: Tiffani Barquist<tbarquist@reedtrucking.com>
Sent: Wednesday,March 23,2022 10:27 AM
To: 'David Roman-Sanchez';Tani Stafford
Subject: FW:CAG 20-065 DI Pipe-Hydrant Certs
Attachments: MTR 03222022.pdf
David,
Please seethe attached and comments below.
Thank you,
REED
TRUCKING 6 EXCAVATING
Tiffani Barquist
253.841.4837—Office
253.841.481.6—Fax
From:Mark.Horvilll@ferguson.com[mailto:Mark.Horvilll@ferguson.com]
Sent:Wednesday,March 23,2022 10:11 AM
To:Tiffani Barquist<tbarquist@reedtrucking.com>
Cc:Dustin Wright<DWright@reedtrucking.com>;Lance.Hayes@Ferguson.com
Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs
Hey Tiffani,
Please see revised Material Test Report.
Below are the items:
2EA-8"MJ SOLID PLUGS-Part#DMP8
2EA-8X6 MJXFLG TEE-Part#DMF86
Mark Horvill
Please Rate Our Customer Service
Ferguson Waterworks
2042 1121h St S.,Tacoma,WA 98444
T:(425)486-9600 C:(253)281-0391
E: Mark.Horvilll@Ferguson.com
1
ferauson.com/waterworks
From:Tiffani Barquist<tbarquist@reedtrucking.com>
Sent:Tuesday,March 22,2022 3:41 PM
To:Mark Horvill<Mark.Horvilll@ferguson.com>;Lance Hayes<Lance.Hayes@Ferguson.com>
Cc:Dustin Wright<DWright@reedtrucking.com>
Subject:FW:CAG 20-065 DI Pipe-Hydrant Certs
Please see comments below,we still need more information with this.
Thanks,
REEDC.
TRUCKING&EXCAVATING
Tiffani Barquist
253.841.4837—Office
253.841.4816—Fax
From:David Roman-Sanchez(mailto:droman-sanchez@g-o.com]
Sent:Tuesday,March 22,2022 3:39 PM
To:Tiffani Barquist<tbarquist@reedtrucking.com>;'Tani Stafford'<tstafford@g-o.com>
Cc:Dustin Wright<DWright@reedtrucking.com>
Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs
Tiffani,
Can you provide clarification,what's the product name of the fittings that are being certified? How many were provided
for the project?
Thanks,
DRS
David Romon-Smdr;P.S. i 206.284.0860 p 1206.283.3206 J
Gray&Osbomy lac. /1130 Rainier Avenue South,Suite 300,Seattle,WA 98144
Please consider the environment belore printing this email
From:Tiffani Barquist[mailto:tbarquist@reedtrucking.com]
Sent:Tuesday,March 22,2022 2:46 PM
To:'David Roman-Sanchez'<droman-sanchez@g-o.com>;'Tani Stafford'<tstafford@g-o.com>
Cc:Dustin Wright<dwright@reedtrucking.com>
Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs
Please see attached,if this is what you are looking for please let me know which RAM's you need them to be uploaded
to.
Thank you,
2
REED
TRUCKING&EXCAVATING
Tiffani Barquist
253.841.4837—Office
253.841.4816—Fax
From:Tiffani Barquist
Sent:Friday,March 18,2022 7:01 AM
To:'David Roman-Sanchez'<droman-sanchez@g-o.com>;'Tani Stafford'<tstafford@g-o.com>
Cc:Dustin Wright<DWright@reedtrucking.com>
Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs
David,
On the agenda it stated:
• DI Fittings Cert of Compliance for fire hydrant and water main fittings,gasket.
What exactly are you looking for?
Thank you,
REED
TRUCKING&EXCAVATING
Tiffani Barquist
253.841.4837—Office
253.841.4816—Fax
From:David Roman-Sanchez[maiho:droman-sanchez@g-o.com]
Sent:Thursday,March 17,2022 5:52 PM
To:Tiffani Barquist<tbarquist@reedtrucking.com>;'Tani Stafford'<tstafford@g-o.com>
Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs
Hi Tiffani,
For the file"Certificate-Fittings",the Mfg Cert.of Compliance needs to include product name,quantities,and lot#
(alternatively heat it,production it,cast date also acceptable).
For the file"Fire Hydrants",a certificate is not required for fire hydrants. We will retain for the project files.
3
For the file"B17 Cert",per SP 9-30.3(4)a cert isn't require affidavit for valve boxes. Will retain for the files.
Please let me know if you need any clarification on the above.
Thanks,
DRS
David Roman-Santhe4 P.E. /206.284.0860 p/ 206.283.3206 f
Gray&Osbonvy Inc. 11130 Rainier Avenue South,Suite 300,Seattle,WA 98144
Please consider the environment before printing this email
From:Tiffani Barquist[mailto:tbarquist@reedtrucking.com]
Sent:Wednesday,March 16,2022 9:08 AM
To:'David Roman-Sanchez'<droma n-sanchez@g-o.com>;'Tani Stafford'<tstafford@g-o.com>
Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs
Please see the attached and let me know if these are what you are looking for.These have been uploaded to the CMS
but I may have uploaded them to the incorrect RAM.Please let me know if these are correct and then I can upload them
to RAM 39.
Thanks,
REED
TRUCKING&EXCAVATING
Tiffani Barquist
253.841.4837—Office
253.841.4816—Fax
From:David Roman-Sanchez[maiho:droman-sanchez@8-o.com]
Sent:Wednesday,March 16,2022 8:23 AM
To:Tiffani Barquist<tbarquist@reedtruckinn.com>;'Tani Stafford'<tstafford@g-o.com>
Subject:RE:CAG 20-065 DI Pipe-Hydrant Certs
Hi Tiffani,
We have not received certificates for the DI fittings and gaskets installed for the WD90 Hydrants. Please upload to RAM
039 on the CMS.
Thanks,
DRS
David Raman-Soothe;P.E. /206.284.0860 p 1206.283.3206 f
Gray&Osbor y Inc. 11130 Rainier Avenue South,Suite 300,Seattle,WA 98144
Please consider the environment before printing this email
4
From:Tiffani Barquist[maifto:tbarquist@reedtrucking.com]
Sent:Tuesday,March 15,2022 12:20 PM
To:'Tani Stafford'<tstafford@g-o.com>;'David Roman-Sanchez'<droman-sanchez@g-o.com>
Subject:CAG 20-065 DI Pipe-Hydrant Certs
Which RAM's need these certs?I believe these have already been uploaded.
Thanks,
REED cz.
TRUCKING&EXCAVATING
Tiffani Barquist
253.841.4837—Office
253.841.4816—Fax
411116.
Washington State
�/ Department of Transportation Request for A roval of Material
Contract Number FA Number N/A SR Duvall Ave NE Date
CAG 20-065 4/21/2022
Section/Title of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 092
PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use
No. Product/Type Manufacturer or Pit Number Reference Code Code
B 18.04 3,4 Shackle Rod Gam Bolt&Gasket 1 Q
B 18.13 3/4"Tie Rod Cain Bolt&Gasket 10
ii
Project Engineer/Representative Date State Materials Engineer/Representative Date
4/21/2022
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved 0 Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment'.'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Critena: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
10. Approval Withheld: Corten-Steel per Std. Plan -310.1
1. Miscellaneous Acceptance Criteria.
Remarks
(PE):
Remarks
(HQ):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabncatton Inspection 0 Region Materials 0 State Materials Lab-MS 47365
ASTM A307A STUDS & THREADED ROD
CARBON STEEL
MECHANICAL PROPERTIES
TENSILE ELONGATION HARDNESS
STRENGTH,MIN IN 2 IN.,MIN, BRINELL ROCKWELL B
KSI % MIN MAX MIN MAX
•
60 18 LESS THAN 3 X DIA 121 241 69 100
3 X DIA AND LONGER ... 241 ... 100
CHEMICAL PROPERTIES
ELEMENT HEAT ANALYSIS PRODUCT ANALYSIS
CARBON,MAX 0.29 0.33
MANGANESE,MAX 1.20 1.25
PHOSPHORUS, MAX 0.04 0.041
SULFUR, MAX 0.15 RESULFURIZED STEEL IS NOT SUBJECT
TO REJECTION BASED ON PRODUCT
ANALYSIS FOR SULFUR
A307A STUDS&THREADED ROD HAVE A MINIMUM TENSILE STRENGTH OF 60 KSI AND ARE INTENDED FOR
GENERAL PURPOSE APPLICATIONS.THE NUT NORMALLY USED WITH AN A307A BOLT IS AN A563 GR A HEX NUT.
NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO
WARRANTY IS EXPRESSED OR IMPLIED.
SUBMITTAL REVIEW
No Exceptions Taken
Make Corrections Noted
Amend & Resubmit
X Rejected-See Remarks
Cor-Ten Steel per COR IMPORTANT NOTICE: This review
Std. Plan -310.1 does not relieve contractor from his
responsibility to comply&conform
with the Plans, Specification, and
Contract Documents.
IWO
Gray 8r Osborrie, Inc.
CONSULTING ENGINEERS
By: DRS Date: 4/21/22
ASTM A563 GR A HEX & HEAVY HEX NUT
CARBON STEEL
MECHANICAL PROPERTIES
GRADE NOMINAL SIZE STYLE OF PROOF LOAD STRESS,KSI HARDNESS
NUT
NUTS WITH NON ZINC COATED ZINC-COATED BRINELL ROCKWELL
UNC,8 UN,6 NUTS NUTS MIN MAX MIN MAX
UN AND
COARSER
PITCH
THREADS
A %TO 1-1/2 HEX 90 68 116 -;'y 302\ —B68 C32
A 1A TO 4 HEAVY HEX 100 75 116,? `� 302 ''3 B68 C32
•
te•
CHEMICAL PROPERTIES' "' a `<`,
ELEMENT HEAT •:' -- PRODUCT
CARBON % 0.55 MAX (;' ' ;':`� 0.58 MAX
MANGANESE %
PHOSPHORUS % 0.12MAX:� — 0.13 MAX
SULFUR % .,;..' 0.15 MAX
`SULFUR CONTENT OF 0.23%MAX IS
ACCEPTABLE WITH THE PURCHASERS
� \ APPROVAL
A563 GR A NUTS ARE'INTENDED.FOR USE ON GENERAL STRUCTURAL AND MECHANICAL BOLTS,STUDS,AND
OTHER EXTERNALLYTHREADED;PARTS.A563 GR A NUTS ARE SUPPLIED IN A HEX OR HEAVY HEX PATTERN PER
ASME B18.2.2 STANDARD FOR-SQUARE AND HEX NUTS.A563 GR A NUTS ARE NORMALLY USED WITH A307A AND
A307B BOLTS AND STUDS.
NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO
`� ` WARRANTY IS EXPRESSED OR IMPLIED.
ASTM F844 STEEL FLAT WASHERS
STEEL
ASTM F844 COVERS WASHERS INTENDED FOR GENERAL USE BOLT,NUT,AND STUD APPLICATIONS TO•'PROVIDE INCREASED
BEARING SURFACE,SPACING,AND TO PREVENT GALLING. UNLESS OTHERWISE SPECIFIED,THEWASHERS'ARE FURNISHED WITH
DIMENSIONS CONFORMING TO B18.22.1,TYPE 1,TABLES 1A AND TABLES 1B.ASTM F844WASHERS ARE NORMALLY USED WITH
ASTM A307 GR.A AND GR.B BOLTS AND STUDS.
THE WASHERS SHALL BE STEEL AND,UNLESS OTHERWISE SPECIFIED,SHALL:HAVE NO:SPECIFIED CHEMICAL COMPOSITION
REQUIREMENTS.?.,(\
UNLESS OTHERWISE SPECIFIED,THE WASHERS ARE'NOT FUR NISHED TO MECHANICAL REQUIREMENTS.
1
's \
.r
NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS
EXPRESSED OR IMPLIED} `
a
�.s
Neoprene
Commercial grade neoprene rubber ( cr )
Moderate oil, acid, and abrasion resistance
Temperature range: -20 deg f to +190 deg f ,(
Maximum pressure: 150 p.S.I.
Tensile strength: 1000 p.S.l. s
Durometer: 55 to 65 shore a
\.'
Elongation: 350%
Neoprene is a good general-purpose gasketing sheet, as it will resist a
wide variety of media.
For additional information please contact the sales office.
DISCLAIMER:PROPERTIES'AND1 APPLICAT,IONNPARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD
FAITH BUT NO WARRANTY:I4XPRESSED'OR IMPLIED.FAILURE TO PROPERLY USE GASKET MATERIAL COULD
RESULT IN SERIOUS7NJURY OR:DEATH,
(
WIWashington State
Department of Transportation Request for Approval of Material
Contract Number FA Number N/A SR Duvall Ave NE Date
CAG 20-065 4/21/2022
Section/Tile of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 092
PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use
No. Product/Type Manufacturer or Pit Number Reference Code Code
B18.04 3,4"Shackle Rod Cain Solt&Gasket 1 0
B 18.13 3/4"Tie Rod Cain Bolt&Gasket 10
Project Engineer/Representative .---Th Date State Materials Engineer/Representative Date
`-G __ 4/21/2022
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
c10. Approval Withheld: Corten-Steel per Std. Plan -310.1
Miscellaneous Acceptance Criteria.
Remarks
(PE):
Remarks
(HQ):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor ❑Region Operations Engineer 0 Fabncation Inspection 0 Region Malertats ❑State Materials Lab-MS 07365
•
ASTM A307A STUDS & THREADED ROD
CARBON STEEL
MECHANICAL PROPERTIES
TENSILE ELONGATION HARDNESS
STRENGTH,MIN IN 2 IN.,MIN, BRINELL ROCKWELL B
KSI % MIN MAX MIN MAX
60 18 LESS THAN 3 X DIA 121 241 69 100
3 X DIA AND LONGER ... 241 ... 100
CHEMICAL PROPERTIES
ELEMENT HEAT ANALYSIS PRODUCT ANALYSIS
CARBON,MAX 0.29 0.33
MANGANESE,MAX 1.20 1.25
PHOSPHORUS, MAX 0.04 0.041
SULFUR, MAX 0.15 RESULFURIZED STEEL IS NOT SUBJECT
TO REJECTION BASED ON PRODUCT
ANALYSIS FOR SULFUR
A307A STUDS&THREADED ROD HAVE A MINIMUM TENSILE STRENGTH OF 60 KSI AND ARE INTENDED FOR
GENERAL PURPOSE APPLICATIONS.THE NUT NORMALLY USED WITH AN A307A BOLT IS AN A563 GR A HEX NUT.
NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO
WARRANTY IS EXPRESSED OR IMPLIED.
SUBMITTAL REVIEW
No Exceptions Taken
Make Corrections Noted
Amend & Resubmit
X Rejected-See Remarks
Cor-Ten Steel per COR IMPORTANT NOTICE: This review
Std. Plan -310.1 does not relieve contractor from his
responsibility to comply&conform
with the Plans, Specification, and
Contract Documents.
Gray 8z Osborne,
CONSULTING ENGINEERS
By: DRS Date: 4/21/22
ASTM A563 GR A HEX Et HEAVY HEX NUT
CARBON STEEL
MECHANICAL PROPERTIES
GRADE NOMINAL SIZE STYLE OF PROOF LOAD STRESS,KSI HARDNESS
NUT
NUTS WITH NON ZINC COATED ZINC-COATED BRINELL ROCKWELL
UNC,8 UN,6 NUTS NUTS MIN MAX �'2 MIN MAX
UN AND ,�,
COARSER \i P
PITCH �.
THREADS \t'N, '\�'-.c \,
A %TO 1-1/2 HEX 90 68 116 '2 302: \':, 'B68 C32
r-, L `•'J
A Y TO 4 HEAVY HEX 100 75 116? ':r302 "") B68 C32
...
CHEMICAL PROPERTIES ,,� •.,/
',4 \`4"--„, ,
ELEMENT HEAT ^"., PRODUCT
CARBON % 0.55 MAX 'fl' „.,. ." 0.58 MAX
l� -.^� ,
\
MANGANESE % \`\`f -'�,ti
PHOSPHORUS % 0.12 MAX 0.13 MAX
SULFUR % ''( 0.15MAX ii`'
A ff,,SULFUR C TENT OF 0.23%MAX IS
• , ACCEPTABLE WITH THE PURCHASERS
f'}''� '' , APPROVAL
A563 GR A NUTS ARE INTENDED,FOR USE ON GENERAL STRUCTURAL AND MECHANICAL BOLTS,STUDS,AND
. 14\ti:-v'f
OTHER EXTERNALLY THREADED,RARTS.A563 GR A NUTS ARE SUPPLIED IN A HEX OR HEAVY HEX PATTERN PER
ASME B18.2.2 STANDARD FOR SQUARE AND HEX NUTS.A563 GR A NUTS ARE NORMALLY USED WITH A307A AND
'\, `''� � �I A307B BOLTS AND STUDS.
NOTE:P,ROPERTIESAND1APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO
` \„`k, WARRANTY IS EXPRESSED OR IMPLIED.
f-- �` �
ASTM F844 STEEL FLAT WASHERS
STEEL
c
ASTM F844 COVERS WASHERS INTENDED FOR GENERAL USE BOLT,NUT,AND STUD APPLICATIONS TO-PROVIDE INCREASED
BEARING SURFACE,SPACING,AND TO PREVENT GALLING. UNLESS OTHERWISE SPECIFIED,THE;WASHERS ARE FURNISHED WITH
DIMENSIONS CONFORMING TO B18.22.1,TYPE 1,TABLES 1A AND TABLES 1B.ASTM F844 WASHERS ARE NORMALLY USED WITH
ASTM A307 GR.A AND GR.B BOLTS AND STUDS.
DS.\
i/f
THE WASHERS SHALL BE STEEL AND,UNLESS OTHERWISE SPECIFIED,SHALL-HAVE NO SPEC FIED CHEMICAL COMPOSITION
REQUIREMENTS. '\.��
.-
UNLESS OTHERWISE SPECIFIED,THE WASHERS ARENOT FURNISHED TO MECHANICAL REQUIREMENTS.
t�
)
NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO WARRANTY IS
EXPRESSED OR IMPLIED:
.zee
Neoprene
Commercial grade neoprene rubber ( cr )
Moderate oil, acid, and abrasion resistance
Temperature range: -20 deg f to +190 deg f '\
Maximum pressure: 150 p.5.1. '��`
Tensile strength: 1000 p.S.l. \.\\‘
Durometer: 55 to 65 shore a eN/ `
Elongation: 350% . L
Neoprene is a good general-purposegas.keing sheet, as it will resist a
wide variety of media.
\ t
qt
arc i�
For additional information please contact the sales office.
DISCLAIMER:PROPERTIES=A'ND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD
FAITH BUT NO WARRANTYIS-EXPRESSED'OR IMPLIED.FAILURE TO PROPERLY USE GASKET MATERIAL COULD
RESULT IN SERIOUS INJURY ORgDEATH.
1',Cy
SPG { A'DIVISION OF''OLYMPiC FOUNDRY•
1 ,g+
February 8, 2022
•
FEI-Tacoma
• Aft: Mark Horvill
•
Project: Duvall Avenue-Renton
Materials: Import 940 "Water" Lid and 24" Base
Letter of Certification:
At your request,this letter is to confirm that the products listed above and supplied
to you for the above project by Olympic Foundry meet or exceed all City of Renton
and WSDOT specifications 1-06.3, SP 9-30.3(4) and conforms to H-20 load
requirements and Federal Specification A-A 60005.
Please let me know if you need any more information.
•
Sincerely,
•
•
•
•
Lee,Hubenthal . •
•
• :SPG•Sales Manager'- • • • •
Fx: Ol' ic:Foundiy, l
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Mu eIler Co.
May 2, 2014
CERTIFICATE OF COMPLIANCE
Mueller A421/A423 Super Centurion Fire Hydrants
To Whom It May Concern,
Mueller Company is a world class manufacturer of fire hydrants, including the A421 and
A423 Super Centurion 250. These hydrants are manufactured and assembled in our ISO 9001
facility located in.Albertville,Alabama.
The Super Centurion 250 is rated for 250 psi operating pressure, is UL246 listed, FM
1510 approved, compliant with applicable requirements of AWWA C502 and certified to
ANSI/NSF 61. As such the A421 and A423 are manufactured in accordance with the
requirements of these standards including seat and shell pressure testing at two time rated
pressure (500 psi).
•
MUELLER CO.
001144.,4 5Iz /
Alan Channell Date
Product Manager
Water Products Division
Mueller Company
9561ndustrial Blvd
Albertville,AL 35950
achanneIIt muellercompanv.com
(256)891-6243
Sworn to and subscribed before me this JAW, .HG :I; of Vectf
, R(--)
Debbie H Houston ��V.'' p IF r
Notary Public o` ,toTAF J- `,.Z.
apsida
�� q STATE P=
I. -
IV WashingthelDoPartmentatateof TM"nsPO1t"eo" Request for Approval of Material
Contract Number FA Number SR Date
CAG 20-065 N/A DUVALL AVE NE 01/06/2022
Section I Title of Project County
DUVALL AVE NE KING
Contractor Subcontractor
REED TRUCKING&EXCAVATING,INC
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 029B
PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL - HQ Use
No. Product/Type Manufacturer or Pit Number Reference Code Code
B17 ALLTHRD ROD STS INDUSTRIAL Std. Plan- 10
106
A49-A53 SPEEDCRETE/REDIINE EUCLID CHEMICAL Std. Plan- 10
�_ 310.1
.
A43-A48, B6-B8, ETHAFOAM SHEETS ULINE S.P.7-04.2 3
B17 and B18 ,
Project Engineer/Representative Date State Materials Engineer/Representative Date
1/20/2022
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material.
Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑X Yes 0 No
Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
0•pproval Withheld: See Remarks
11. Miscellaneous Acceptance Criteria.
Remarks
(PE): COR-TEN Steel Tie Rods per COR Std. Plan -310.1
Remarks Mortar for pipe joints and grade rings and casting for CB
(HQ): Type 1 shall meet requirements of AASHTO M 85, Type I
or Type II, per Std. Plan -200.00&WSDOT 9-04.3
Mortar for Manhole Risers shall meet requirements of
ASTM C270 Type S, per COR Std Plan -106
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor ❑Region Operations Engineer 0 Fabrication Inspection ❑Region Materials ❑State Materials Lab-MS 47365
/' A307 All Thread Rod.Galvanized BID ITEM B17 FOR HYDRANT RUNS
V'' The ASTM A3U;specification corers carbon steel oohs and studs ranging from 1!4'through 4'diameter A3071s an economical low carbon matenal otter manufactured using A36 round har.Dimensional spepircations
are governed by ASME 818.31.3.A307 all thread rod is available in tot dip galvanized finish,which provides a corrosion resistant zinc coating.The ail thread rod listed on this page is domestic,melted and manufactured
in the USA.
it Q e.
PRODUCTS GOVERNING STANDARDS MECHANICAL PROPERTIES CHEMICAL PROPERTIES
GOVERNING STANDARDS SUBMITTAL REVIEW
No Exragon Taken
Make Conacterrs Wee
Amend&Resr,bra
ASTM AJd; Cones the rneChOniti m a1 and Material repcnenrs for nth series fasteners in diameters from TC Rneectatl See R cs ema
I'a.inolaig s A'made M carbon SEe!having a ntnoneni reread Strengfn of fit) psi
IMP1X2t ANT NOTICE ihsw.ery
does nod meow*toe Contract.lnsn
—._ ,•'` ' responepilly le conOy a ware"
par .
ASYE ale.at.a (:peers ale gfslefiaM tMl lensrOrrar Iola for pcPl9en Ea series atd5 COTie MN par Centred 0axnwrb
we o e glare.Spedaramns and
r
♦ COMM.YS.Pin.Sta.t
4151)
ASME Cl I UNC a am Sperraes the thread roan series.claw aeowaere.toterarrfe,and desgrracion to unreelscrew \ s ,,• ✓ C h.a
UNF Class 2A locals snrw.raa
Diameter +
Thread pitch + >> A307 All Thread Rod,Galvanized i or t
V
The Euclid Chemical Company
SPEED CRETE RED LINE
((ILO
RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL
DESCRIPTION
r-
SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE O
RED LINE is a proprietary formulation of blended portland cements,finely processed selected aggregates, and m
specific chemical additives that undergo a chemical"hyper hydration"and produces a stable, low permeability,
x
cementitious matrix.SPEED CRETE RED LINE can be"shaved"for detailed repairs.
v
PRIMARY APPLICATIONS
• Interior and exterior r'
• Vertical and overhead repairs
• Used at no slump consistency
• Outstanding repair material for concrete pipe,formed and precast concrete
FEATURES/BENEFITS
• Initial set in 8 to 20 minutes • High strength
• Final set within 30 minutes • Excellent durability
• Can be "shaved"to desired shape • Compatible with galvanic anodes
TECHNICAL INFORMATION t^
m
The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions. rt
n
Compressive Strength, psi (MPa)ASTM C109 Freeze Thaw Durability Factor ASTM C666
24 Hour 2,550 (17.6) 300 Cycles 96.75%
7 Day 4,000(27.6)
28 Day 5,700(39.3) Shrinkage 50%RH ASTM C157(3"x3"x11"specimens r
Set Time,ASTM C266 were removed from molds @ 24 hours)
Initial 8 20 Min 28 Day -0.069% m
Final 15-30 Min Expansion 100% RH ASTM C157(3"x3"x11"specimens
Split Tensile Strength.psi (MPa) ,ASTM C496 were removed from molds @ 24 hours)
7 Day 240 (1.7) 28 Day 0.142%
28 Day 290 (2.0)
Flexural Strength, psi (MPa) ASTM C348 Scaling Resistance ASTM C672
7 Day 700 (4.8) 50 Cycles 0%loss
28 Day 918 (6.3) Volumetric Resistivity 5,250 ohm-cm
Appearance: Available in 6 shades of gray
o `m.am.
w
PACKAGING O xi
SPEED CRETE RED LINE is packaged in 50 lb (22.7 kg) poly-lined bags,and 50 lb (22.7 kg) pails wo o
3
p
SHELF LIFE
18 months in original, unopened packaging
COVERAGE
One 50 lb (22.7 kg) bag yields approximately 0.47 ft3(0.013 m3)when mixed with 5.5 qt(5.2 L) water
19215 Redwood Road • Cleveland, OH 44110
www.euclidchemical.com
800-321-7628 t • 216-531-9596 f
DIRECTIONS FOR USE
Surface Preparation:Concrete surfaces must be structurally sound,free of loose or deteriorated concrete and
free of dust,dirt,paint,efflorescence,oil and all other contaminants. Mechanically abrade the surface to achieve
a surface profile equal to CSP 6-8 in accordance with ICRI Guideline 310.2. Properly clean profiled area.
Priming& Bonding (Saw Cut&Chipped Out Repairs): Thoroughly clean any exposed reinforcing steel, and
apply DURALPREP A.C.to the concrete and the reinforcing steel within the repair area.Refer to the DURALPREP
A.C. technical data sheet for full instructions. Alternatively, application of a scrub coat of SPEED CRETE RED
LINE to the saturated surface dry(SSD) concrete surface may be used for bonding.The repair material must be
placed on the scrub coat before the scrub coat dries out.
Mixing: SPEED CRETE RED LINE will require approximately 5 to 5.5 qt(4.7 to 5.2 L) of potable water per 50 lb
(22.7 kg) bag to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing
container, then add the SPEED CRETE RED LINE, and thoroughly mix for no more than 60 seconds to a stiff,
no slump, putty-like consistency. Mix small quantities of SPEED CRETE RED LINE in a clean pail with a hand
trowel. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lbs. (45.4 kg). To fill patches 2"
(5.1 cm) deep or greater, add clean, pre-dampened, 3/8" (0.96 cm) size pea gravel. DO NOT USE LIMESTONE
AGGREGATE.The mix ratio must not exceed 40 lbs. (18 kg) of pea gravel to each 50 lb (22.7 kg) bag or pail of
SPEED CRETE RED LINE. Mixing procedure:Start mixer,load water,load pea gravel,and then load the SPEED
CRETE RED LINE. MIX FOR NO MORE THAN 60 SECONDS.
Application: For vertical repairs,place SPEED CRETE RED LINE in 1/8"-2" (3.2mm-50.0 mm) lifts.To ensure
a complete bond with the entire surface,force the SPEED CRETE RED LINE firmly into the SSD area by hand or
with a trowel. Slightly overfill the repair, and following initial set,shave the material to conform to the contour of
the surrounding surface. Always shave SPEED CRETE RED LINE toward the common bonding edge between
the repair mortar and the existing surface. Cure material using standard curing practices.
Cold Weather Installation: Application at temperatures below 40°F (4°C) extends the set time. Heating the
repair area until warm, using warm water for mixing, and tenting/insulating the repair area after application will
increase strength development. Do not use direct heat on the repair after it is installed.
Clean application tools and mixing equipment with water immediately following use.
PRECAUTIONS/LIMITATIONS
• Keep in covered storage away from all moisture.
• Mix no more than 60 seconds.
• Use only potable water with SPEED CRETE RED LINE.
• Mix to a stiff, putty-like, no slump consistency. Do not add more water than recommended.
• Do not apply SPEED CRETE RED LINE as a horizontal topping or as a tile setting mortar.
• When necessary,follow the recommendations in ACI 305R "Guide to o r irACI 306R
"Guide to Cold Weather Concreting". A WV
• Do not re-temper or add sand to SPEED CRETE RED LINE. No Exceptions Taken
• In all cases,consult the Safety Data Sheet before use. Make Corrections Noted
Amend & Resubmit
�— Rejected-See Remarks
Mortar for pipe joints and grade rings and casting for CB
Type 1 shall meet requirements of AASHTO M 85,Type I IMPORTANT NOTICE:This review
or Type II, per Std. Plan -200.00&WSDOT 9-04.3 does not relieve the Contractor from
responsibility to comply&conform
Mortar for Manhole Risers shall meet requirements of with the Plans, Specifications, and
ASTM C270 Type S, per COR Std Plan -106 Contract Documents.
(1.y&Osborne,Ins.
CONSULTING ENGINEERS
Rev.03.19
By. DRS Date 1/11/2022
WARRANTY:The Euclid Chernrcal Company("Euclid I scaly and expres-sly warrants that its products shall be free from defects in materials and workmanship for one(1I year from the date of purchase.Unless authorized
m writing by an officer of Euclid.no other representations or statements made by Euclid or its representatives.in writing or orally.shall alter this warranty.EUCLID MAKES NO WARRANTIES.IMPLIED OR OTHERWISE,
AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME.It any Euclid product tads to conform with this warranty.Euclid will replace the
product at no cost to Buyer.Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no clam for incidental or consequential canapes.Arty warranty claim must tie made within
one It)year from the dale of the darned breach.Eucid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation information or instructions in its product
literature or on its packaging labels.Any installation of Euclid products which tails to conforrn with such installation information or instructions shall void this warranty Product demonstrations.it any.are done for illustrative
purposes only and do not constitute a warranty or warranty alteration of any kind.Buyer shall be solely responsible for detect nrng the sutabdity of Euclid's products for the Buyers intended purposes.
ULINE
700 Uline Way Allentown, PA 18106 -
PHONE (800)295-5510 • WEB uline.com • FAX(800)295-5571
January 4, 2022
Ferguson Waterworks
2042 112th St S
Tacoma, WA 98444
Hello Mark,
This is the Specification Sheet for S-12856- Plank Foam without Adhesive - Non-
Perfed, White, 48 x 96 x 2".
• Flexible low-density polyethylene foam is highly resilient, shatter proof and tear
resistant.
• Water, fungi and mold-resistant closed cell foam.
• FDA compliant for indirect food contact.
• Non-perfed sheets, no adhesive.
• Temp Range--78° a +101°C (-110° to +215°F)
Please contact our Customer Service Department at 1-800-295-5510 if you have any
additional questions.
Sincerely,
Andrea N.
Customer Service
Pennsylvania SUBMITTAL REVIEW
X No Exceptions Taken
Make Corrections Noted
Amend & Resubmit
Rejected-See Remarks
IMPORTANT NOTICE: This review
does not relieve the Contractor from
responsibility to comply&conform
with the Plans, Specifications, and
Contract Documents.
Gray 4 Osborne,Inc.
CONSULTING ENGINEERS
By: DRS Date: 1/20/22
CHICAGO ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA • RENO
• SEATTLE MEXICO • CANADA
iva-711 _State
Department of Transportation Request for Approval of Material
Contract Number FA Number SR Date
CAG 20-065 N/A DUVALL AVE NE 01/06/2022
Section I Title of Project County
DUVALL AVE NE KING
Contractor Subcontractor
REED TRUCKING&EXCAVATING,INC
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 029B
PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdqtr./QPL HQ Use
No, Product/Type Manufacturer or Pit Number Reference Code Code
B17 ALL THRD ROD STS INDUSTRIAL Std. Plan- 10
106
A49-A53 SPEEDCRETE/REDUNE EUCLID CHEMICAL Std. Plan - 10
310.1
A43-A48, B6-B8, ETHAFOAM SHEETS ULINE S.P. 7-04.2 3
B17 and B18 ,
Project Engineer/Representative Date State Materials Engineer/Representative Date
�- .',----- 1/20/2022
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material.
(;)Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑X Yes ❑No
Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
0•pproval Withheld: See Remarks
11. Miscellaneous Acceptance Criteria.
Remarks
(PE): COR-TEN Steel Tie Rods per COR Std. Plan -310.1
Remarks Mortar for pipe joints and grade rings and casting for CB
(HQ): Type 1 shall meet requirements of AASHTO M 85,Type I
or Type II, per Std. Plan-200.00&WSDOT 9-04.3
Mortar for Manhole Risers shall meet requirements of
ASTM C270 Type S, per COR Std Plan -106
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 IN Contractor ❑Region Operations Engineer 0 Fabncatlon Inspection 0 Region Materials 0 State Materials lab-MS 47365
A307 All Thread Rod.Galvanized IBID ITEM B17 FOR HYDRANT RUNS
The ASTM A397 specification covers carbon steel bolts and studs ranging from 1/4'through 4'diameter A307 is an economical low carbon maternal often manufactured using A36 round bar Dimensional specifications
0° °
are governed Dy ASME B18.31 3.A307 all thread rod is available In hot dip galvanized brush,which provides a Corrosion resistant zinc coating.The at thread rod listed on iris page is domestic,melted and manufactured
m the USA.
El er.
PRODUCTS GOVERNING STANDARDS MECHANICAL PROPERTIES CHEMICAL PROPERTIES
GOVERNING STANDARDS GRts_+:a'. SUBMITTAL REVIEW
_._ Nor Eaoaptoee Talus
— me
AW Cwmra
And A ne Ree d No
ASt,Aid' Ca Cz:� �c�and material rlpuRments We Oct XrkS itemisers In durrllero hon., RgecN6-Sow Rem R.oaA
1'4'nlretgn A'made at carbon Steel navng a rndnum'ensile strew or ho the psi IMPORTANT Ni)TICF TAsrrmew
does not r6esvx too Cone-odor lem
noux.mblery r ctmdy A Canlonn
ASa!aGenera m,al.E Genera genera a lO id amllRna1 data?Of ncn Serie!Meade.,IodS • COR-TEN SteelAron he Plan.Spook:Nora and
Rase par c mesa]otanrrs
COR skiPran-3131a./
lab
AMA II 1 UNC& Sper rre.s ate rteeae roan mere,crass amwance Mderance and designation to unwed strew C• 1..�
UHF Class 7A tMrads
ista _..oar 1l11R022
Dlanrlar +
Thaad Pilch + >> A307 AU Thread Rod,Galvanized or I
The Euclid Chemical Company
SPEED CRETE RED LINE
ED
RAPID SETTING REPAIR MATERIAL EUCLID CHEMICAL .0
DESCRIPTION
r
SPEED CRETE RED LINE is a rapid-setting,cement-based concrete and masonry repair mortar.SPEED CRETE 0
RED LINE is a proprietary formulation of blended portland cements,finely processed selected aggregates, and m
specific chemical additives that undergo a chemical"hyper hydration"and produces a stable, low permeability,
cementitious matrix.SPEED CRETE RED LINE can be"shaved"for detailed repairs. rn
PRIMARY APPLICATIONS
• Interior and exteriorXi
• Vertical and overhead repairs
• Used at no slump consistency
• Outstanding repair material for concrete pipe,formed and precast concrete
FEATURES/BENEFITS
• Initial set in 8 to 20 minutes • High strength
• Final set within 30 minutes • Excellent durability
• Can be"shaved"to desired shape • Compatible with galvanic anodes
TECHNICAL INFORMATION
The following are typical values obtained under laboratory conditions. Expect reasonable variation under field conditions.
Compressive Strength, psi (MPa) ASTM Clog Freeze Thaw Durability Factor ASTM C666 m
24 Hour 2,550 (17.6) 300 Cycles 96.75%
7 Day 4,000(27.6) rn
28 Day 5,700(39.3) Shrinkage 50%RH ASTM C157(3"x3"x11"specimens
Set Time, ASTM C266 were removed from molds @ 24 hours)
Initial 8 20 Min 28 Day.. -0.069% m
Final 15-30 Min Expansion 100%RH ASTM C157(3"x3"x11"specimens
Split Tensile Strength,psi (MPa) ASTM C496 were removed from molds @ 24 hours)
7 Day 240(1.7) 28 Day 0.142%
28 Day.. 290(2.0)
Flexural Strength, psi (MPa) ASTM C348 Scaling Resistance ASTM C672 0
7 Day 700(4.8) 50 Cycles 0/a loss
28 Day 918(6.3) Volumetric Resistivity 5,250 ohm-cm
Appearance: Available in 6 shades of gray
o vs
PACKAGING Wo m
SPEED CRETE RED LINE is packaged in 50 lb (22.7 kg) poly-lined bags,and 50 lb (22.7 kg) pails p a
w
•V 3
-1s
SHELF LIFE
18 months in original, unopened packaging
COVERAGE
One 50 lb (22.7 kg) bag yields approximately 0.47 ft3(0.013 m3)when mixed with 5.5 qt(5.2 L) water
19215 Redwood Road • Cleveland, OH 44110
www.euclidchemical.com
800-321-7628 t • 216-531-9596 f
DIRECTIONS FOR USE
Surface Preparation:Concrete surfaces must be structurally sound,free of loose or deteriorated concrete and
free of dust,dirt,paint,efflorescence,oil and all other contaminants.Mechanically abrade the surface to achieve
a surface profile equal to CSP 6-8 in accordance with ICRI Guideline 310.2. Properly clean profiled area.
Priming & Bonding (Saw Cut&Chipped Out Repairs): Thoroughly clean any exposed reinforcing steel,and
apply DURALPREP A.C.to the concrete and the reinforcing steel within the repair area.Refer to the DURALPREP
A.C. technical data sheet for full instructions. Alternatively, application of a scrub coat of SPEED CRETE RED
LINE to the saturated surface dry(SSD) concrete surface may be used for bonding.The repair material must be
placed on the scrub coat before the scrub coat dries out.
Mixing: SPEED CRETE RED LINE will require approximately 5 to 5.5 qt (4.7 to 5.2 L) of potable water per 50 lb
(22.7 kg) bag to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing
container, then add the SPEED CRETE RED LINE, and thoroughly mix for no more than 60 seconds to a stiff,
no slump, putty-like consistency. Mix small quantities of SPEED CRETE RED LINE in a clean pail with a hand
trowel. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lbs. (45.4 kg). To fill patches 2"
(5.1 cm) deep or greater, add clean, pre-dampened, 3/8" (0.96 cm) size pea gravel. DO NOT USE LIMESTONE
AGGREGATE.The mix ratio must not exceed 40 lbs. (18 kg) of pea gravel to each 50 lb (22.7 kg) bag or pail of
SPEED CRETE RED LINE. Mixing procedure:Start mixer,load water,load pea gravel,and then load the SPEED
CRETE RED LINE. MIX FOR NO MORE THAN 60 SECONDS.
Application: For vertical repairs, place SPEED CRETE RED LINE in 1/8"-2" (3.2mm-50.0 mm) lifts.To ensure
a complete bond with the entire surface,force the SPEED CRETE RED LINE firmly into the SSD area by hand or
with a trowel. Slightly overfill the repair,and following initial set, shave the material to conform to the contour of
the surrounding surface. Always shave SPEED CRETE RED LINE toward the common bonding edge between
the repair mortar and the existing surface. Cure material using standard curing practices.
Cold Weather Installation: Application at temperatures below 40'F (4'C) extends the set time. Heating the
repair area until warm, using warm water for mixing, and tenting/insulating the repair area after application will
increase strength development. Do not use direct heat on the repair after it is installed.
CLEAN-UP
Clean application tools and mixing equipment with water immediately following use.
PRECAUTIONS/LIMITATIONS
• Keep in covered storage away from all moisture.
• Mix no more than 60 seconds.
• Use only potable water with SPEED CRETE RED LINE.
• Mix to a stiff, putty-like, no slump consistency. Do not add more water than recommended.
• Do not apply SPEED CRETE RED LINE as a horizontal topping or as a tile setting mortar.
• When necessary, follow the recommendations in ACI 305R "Guide t9�,•,�j Cjo rG V(�] ACI 306R
"Guide to Cold Weather Concreting". ��+ A`
• Do not re-temper or add sand to SPEED CRETE RED LINE. No Exceptions Taken
• In all cases, consult the Safety Data Sheet before use. Make Corrections Noted
Amend & Resubmit
—X Rejected-See Remarks
Mortar for pipe joints and grade rings and casting for CB
Type 1 shall meet requirements of AASHTO M 85,Type I IMPORTANT NOTICE:This review
or Type II, per Std. Plan -200.00&WSDOT 9-04.3 does not relieve the Contractor from
responsibility to comply&conform
Mortar for Manhole Risers shall meet requirements of with the Plans, Specifications, and
ASTM C270 Type S, per COR Std Plan -106 Contract Documents.
flab
Gmy S Osborne,In .
CONSULTING ENGINEERS
Rev.03.19
Bv• DRS Date.1/11/2022
WARRANTY:The Euclid Chemical Company("Euclid')solely and expressly warrants that its products shall be free from defects in materials and workmanship for one(11 year from the date of purchase Unless authonzed
in writing by ad officer of Euclid.no other representations or statements made by Euclid or its representatives.in writing or orally.shall alter this warranty.EUCLID MAKES NO WARRANTIES.IMPLIED OR OTHERWISE.
AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES Or ITS PRODUCTS AND EXCLUDES THE SAME.If any Euclid product fails to conform with this warranty.Euclid will replace the
product at no cost to Buyer Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no clam for incidental or consequential damages.Any warranty claim must oe rude within
one(1!year'rcm the date of the earned breach.Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation information or instructions in its product
literature or on its packaging labels.Any installation of Euclid products which'ails Ic conform with such installation information or instructions shall void this warranty.Product demonstrations,I any.are done for illustrative
purposes only and do not constitute a warranty or warranty alteration of any kind.Buyer shall be solely responsible for detemunmg the suitability of Euclid-s products for the Buyer s intended purposes.
ULINE
700 Uline Way • Allentown, PA 18106 -
PHONE (800)295-5510 • WEB uline.com • FAX(800)295-5571
January 4, 2022
Ferguson Waterworks
2042 112th St S
Tacoma, WA 98444
Hello Mark,
This is the Specification Sheet for S-12856- Plank Foam without Adhesive- Non-
Perfed, White, 48 x 96 x 2".
• Flexible low-density polyethylene foam is highly resilient, shatter proof and tear
resistant.
• Water, fungi and mold-resistant closed cell foam.
• FDA compliant for indirect food contact.
• Non-perfed sheets, no adhesive.
• Temp Range --78° a +101°C (-110° to +215°F)
Please contact our Customer Service Department at 1-800-295-5510 if you have any
additional questions.
Sincerely,
Andrea N.
Customer Service
Pennsylvania SUBMITTAL REVIEW
X No Exceptions Taken
Make Corrections Noted
Amend & Resubmit
Rejected-See Remarks
IMPORTANT NOTICE: This review
does not relieve the Contractor from
responsibility to comply&conform
with the Plans, Specifications, and
Contract Documents.
Liray&Osborne,Ino.
CONSULTING ENGINEERS
By: DRS Date: 1/20/22
CHICAGO •ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA • RENO
• SEATTLE • MEXICO • CANADA
11/7Amp Washington State
4; Department of Transportation Request for Approval of Material
Contract Number FA Number SR Date
N/A Duvall Ave NE
CAG 20-065 . 01/07/2022
Section/TfeofProject Duvall Ave NE 'County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal.If this form Is not compete at,time of submittal it may For WSDOT Use Only
be returned for'Informatlon that was omitted._ RAM# 072
PE Use Bid Item Afatariaf or Marne and Location of Fabricator, Specifrcaton PEIQPL I1deitr1QPL HQ Use
Noe Productfrvpe Manufacturer or Pit Number Reference Code Code
al Thrust Blocks .,Ash Grove 7-16 2
e9:03
'812.02 •
-81'4.06
815.06
816.06
817.10
B18.10 -
819:06
•
Project EngineedRepresentative Date State Materials EngineerfRepresentative Date
111112022'
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based.upon'Satisfactory"Test Report for samples of materials to be incorporated Into
project.
CAcceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to.use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit.Shop Drawings for Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved.for Shipment,'WSDOT inspected'or'Fabrication Approved Decal'material shall be used.
8. Acceptance Criteria: Submit Certificate,of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory forApproval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
10. Approval Withheld:
11. Miscellaneous Acceptance Criteria.
Remarks
(PE): Mfr. Cert. of Compilance.shall show cement mill test report rurnberand_admixture
product&dosage.
(HOm)arks
l 7-09.3(21) Concrete Thrust Blocking
EThe Contractor shall provide the Engineer at least 1 Working Day advance notice before
pouring concrete thrust'blocking and 1 Working Day advance notice for inspection and
approval of all concrete blocking prior to backfilling.
DOT Form 350-071 Project Engineer Distribution
Revised 0312021 Contractor 0 Ration Operations Engineer ❑Fabrication Inspection ❑Reglen Materials t...l State Materials tab-MS 47365
Washington State
�' Department of Transportation Concrete Mix Design
Contractor .Submitted By Date
Reed Trucking 1-7-2022
Concrete Supplier Plant Location
Miles Sand&Gravel Pacific, Kent
Contract Number. Contract Name
Duvall Ave NE-Renton
This mix is to be used'in the following Bid Item No(s):
Concrete Class. 4000 J
Remarks
Can be used for Commercial Class Concrete
Mix Design No. 0442A Plant No. 202.203 V
Cementitious Source Plant Type,Class or Grade Sp.Gr. LbsIcy
Materials
Cement AshGrove Seattle ASTM C 1.50 Type 11I1 13.15 564
Fly Ash a .J +F n C Alkali%
GGBFS(Slag)a ❑100 El 120
Concrete Admixtures Manufacturer Product Est Range
(ozlcy)
Air Entrainment BASF MasterAir AE90 1-15
Water-Reducing Type A BASF MasterPolyheed 997 L 17-50 i
Water(Maximum) 246 Ibslcy Is any of the water Recycled or Reclaimed4 ❑Yesd 0✓ No
Water Cementitious Ratio(Maximum) 0.44 Mix Design Density(pcf) 144,8
Design Performance(Attach Test Data)
Average 28-day compressive strength(psi) 5290 N.
Average 14-day flexural strength(psi)(Concrete Pavement Only)
Concrete Chloride Ion Content(%by mass of cement) .031 V [,�Water Soluble Acid S luble
Agency Use Only(Check appropriate Box)
•
This Mix Design MEETS CONTRACT SPECIFICATIONS and may be used on the bid items noted above
❑This Mix Design DOES NOT MEET CONTRACT SPECIFICATIONS and is being returned for corrections
Reviewed By: 1 -���-:` _ 1/11/21122
PE Signature Dat
DOT Form 350-040 Distribution:Original- Contractor
Revised 0112020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector
Mix Design No. 0442A Plant No. 202,203
Aggregate Gradation ElAASHTO ❑Combined Nominal Maximum Size(In) Edit...
Aggregates 1 2 3 4 5 Total
WSDOT Source No.b B-329 J B-329 J
Source Expiration Date b 06-2023 J 06-2023 J
ASR Expansion(%)b❑14 Day Q 1 Year 0.02 0.02
Is ASR Mitigation Required? NO NO
•
Stock Pile Grading` 57 J CLASS 2J
Percent of Total Aggregate 0
•
Specific Gravity(SSD) 2.68 2.65
Lbs/cy(ssd) 1860 1260 3120
Include Percent Passing for each
aggregate component. Include Total only Percent Passing Total
for Combined Gradations.
2 inch 100.00 100.00 100.00
1-112 inch 100.00 J 100.00 100.00
1 inch 100.00 J 100.00 100.00
3/4 inch 78.00 100.00 86.88
1/2 inch 30.00 J 100.00 58.27
3/8 inch 8.00 / 100.00 �/ 45.15
No.4 0.10 V 98.00 \I 39,64
No.8 0.10 J 84.20 34.06
No. 16 0.10 68.00 J 27.52
No. 30 0.10 47.50 19.24
No.50 0.10 22.80 J 9.27
No. 100 0.10 5.10 J 2.12
No.200 0.10 1.70 J 0.75
Fineness Modulus: 2.75 (Required for Class 2 Sand)
Proposed ASR Mitigation Method: None
Notes:
a Fly ash or GGBFS is required for Class 4000P mix.
b Enter data from WSDOT ASA Database.ASR Mitigation is required for sources with 14-day expansions greater than 0.20%. No
mitigation is required if the 1-year expansion is less than 0.04%.Proposed mitigation methods for 14-day expansions greater than
0.45%require ASTM C 1567 tests proving that the method is effective.See WSDOT Standard Specification 9-03.1_
c Stockpile gradation:AASHTO No.467,57,67,7,8;WSDOT Class 1,Class 2;or combined gradation stockpile sizes.See WSDOT
Standard Specification 9-03.1.
d Attach test results indicating conformance to Standard Specification 9-25.1.
DOT Form 350-040 Distribution.Original- Contractor
Revised 01/2020 Copies To-State Materials Lab-Structural Materials Eng.;Regional Materials Lab;Project Inspector
VOFFICE: 253.833.3705
FAX: 253.833.3746
400 Valley Ave NE
MILES Puyallup,WA 98372-2516
SAND&GRAVEL Concrete Cylinder Report
Concrete Mix ID: 0442A AC1318 Performance Approval I
S'eed Stre , h: 4 000 J Mad ficatwn Factor 1.000
Number of tests. 30 Standard Deviation: 636
Average Range(PSI): 171t Fcr=Fee I.34(s): 4,852
Standard Deviation: 636 Fcr=Fc+2.33(s)-500: 4,981
Coefficient Variation,V: 9.2%
Within-Test SWDet(PS1)' 158 V
Within-TestCoeff.of Var 2.3% Average 4.82 4.7% 67 53 4,220 5,290
Batch-to-Botch Std Dev(PSI): 616 Max: 6,75 7.0% 78 72 5..120 6,890
Botch-to-Batch Coeff.of Var. S,9% Alin: 3.50 0.(P.;, 59 37 2.h'90 4.060
Date Slump Air CT AT 7 Day 28 Day
1 06/24/21 5.75 5.0% 75 63 3,880 4,980
2 06/22/21 5.25 5.0% 78 70 4,370 5,370
3 03/25/21 4.00 5.5% 70 47 4,120 5,430
4 03/05/21 4.50 5.3% 65 50 4,310 6,050
5 03/02/21 6.00 4.0% 60 43 3,970 5,400
6 02/24/21 6.75 7,0% 62 37 2,890 4,080
7 01/27/21 4,50 7,0% 60 45 3,850 4,880
8 01/06/21 4.50 5.1% 61 45 5,170 5,990
9 12/23/20 4.50 5.0% 63 41 3,980 5,300
to 12/17/20 4.00 5.5% 59 47 5,030 5,870
11 11/23/20 4.50 5.0% 64 41 4,200 5,090
12 11/09/20 5.25 5.5% 63 43 5,420 6,890
13 08/20/20 5.00 4.2% 78 63 4,140 5,280
14 08/05/20 4.25 4.6% 64 64 3,230 4,290
15 07/31/20 5.50 3.5% 78 59 4,120 4,920
16 07/28/20 6.00 5.5% 72 70 3,360 4,060
17 06/19/20 4.50 4.5% 76 72 3,510 4,400
18 06/18/20 4.00 4.2% 71 70 4,090 5,250
19 06/09/20 5.50 6.0% 68 54 3,740 4,710
20 06/09/20 5.00 6,0% 69 57 4,490 5,850
21 06/04/20 4.00 5.3% 63 60 4,690 5,560
22 06/02/20 4.50 5.1% 67 54 3,810 4,800
23 05/20/20 4.00 4.9% 70 52 4,130 5,570
24 05/06/20 5.00 5.1% 63 54 4,330 5,230
23 04/22/20 5.00 5.2% 67 52 4,930 6,090
26 04/20/20 3.50 64 52 4,970 5,690
27 02/17/20 5.00 66 43 4,690 5,830
28 02/17/20 4.25 68 46 4,890 5,770
29 02/03/20 5.00 4.9% 65 44 4,120 5,140
30 01/24/20 5.00 5,6% 64 50 4,210 4,950
Miles Sand & Gravel Company
WW W.MILES.ROCKS
BASF
The Chemical Company
CHLORIDE ION CONTENT ESTIMATOR OUTPUT
Customer I Plant Comments:
Mix ID!Number: 0442A
Application:
AMOUNT CHLORIDE ION CHLORIDE ION
MIX INGREDIENT CONTENT CONTRIBUTION
(Ib/yd3) (%by Mass) (Iblyd3)
CEMENT 564 0.0050 0.0282
FLY ASH 0 0 0010
SILICA FUME(RHEOMAC SF 100)
SLAG CEMENT
FINE AGGREGATE 1270 0.007 0.0889
COARSE AGGREGATE#1 1860 0.0050 0.0930
COARSE AGGREGATE#2 0 0.0050
WATER 246 10 (ppm) 0.0025
CHLORIDE ION
ADMIXTURE TYPE PRODUCT NAME DOSAGE CONTRIBUTION
(Ib/yd3)
AIR-ENTRAINER: MB AE 90 0.75 ] (fl ozlcwt) 0.0003
ACCELERATOR (fl ozlcwt)
RETARDER: (fl oz/cwt)
WATER REDUCER: j (fl oz/cwt)
MID-RANGE WR: POLYHEED 997 6.0 1 (fl oz/cwt) 0.0042
HIGH-RANGE WR: L (fl oz/cwt)
WORKABILITY RETAINER: (fl oz/cwt)
VISCOSITY MODIFIER: I (fl oz/cwt)
ASR INHIBITOR: (galtyd3)
CORROSION INHIBITOR: I (gal/yd3)
SHRINKAGE REDUCER: (gal/yd3)
COLOR: (Ib/cwt)
WATERPROOFING: (Ib/cwt)
TOTAL CHLORIDE ION CONTENT OF CONCRETE(Ib/yd ) = 0.217
CHLORIDE ION CONTENT(%of Concrete) = 0.006
W-S CHLORIDE ION CONTENT(%of Cement) _J 0.031 I
W-S CHLORIDE ION CONTENT(%of Total Cementitious Materials) = 0.031 '`y, I
• B4_SF 03 30 00 Cast-in-Place Concrete
We create chemistry
3 03 40 00 Precast Concrete
03 70 00 Mass Concrete
MasterAir® AE 90
Air-Entraining Admixture
Formerly MB-AE 90"
Description Features
MasterAir AE 90 air- • Ready-to-use in the proper concentration for rapid,accurate dispensing
entraining admixture is for
use in concrete mixtures. It Benefits
meets the requirements of ■ Improved resistance to damage from cyclic freezing and thawing
ASTM C 260,AASHTO M
154 and CRD-C 13. ■ Improved resistance to scaling from deicing salts
■ Improved plasticity and workability
Applications ■ Reduced pernrneability-increased watertightness
Recommended for use in: I Reduced segregation and bleeding
• Concrete exposed
to cyclic freezing Performance Characteristics
and thawing
Concrete durability research has established that the best protection for concrete from the
• Production of high-quality adverse effects of freezing and thawing cycles and deicing salts results from: proper air
normal or lightweight content in the hardened concrete, a suitable air-void system in terms of bubble size and
concrete(heavyweight spacing,and adequate concrete strength,assuming the use of sound aggregates and proper
concrete normally does mixing,transporting,placing,consolidation,finishing and curing techniques.MasterAir AE 90
not contain entrained air) admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned
concrete mixture, if standard industry practices are followed.
Air Content Determination: The total air content of normal weight concrete should be
measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content
of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard
Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method,"The air
content of lightweight concrete should only be determined using the Volumetric Method.
The air content should be verified by calculating the gravimetric air content in accordance
with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield, and Air
Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure
Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more
than 1.59'o,the carts should be determined and corrected through equipment calibration or
by whatever process is deemed necessary.
MASTER'
»BUILDERS
SOLUTIONS
MasterAir AE 90 Technical Data Sheet
Guidelines for Use Precaution
Dosage: There is no standard dosage for MasterAir AE 90 In a 2005 publication from the Portland Cement Association
admixture.The exact quantity of air-entraining admixture needed (PCA R&D Setial No. 2789), it was reported that problematic
for a given air content of concrete varies because of differences air-void clustering that can potentially lead to above nonrial
in concrete-making materials. and ambient conditions. Typical decreases in strength was found to coincide with late additions of
factors that might influence the amount of air entrained include: water to air-entrained concretes. Late additions of water include
temperature, cementitious materials, sand gradation, send- the Conventional practice of holding back Water during bitching
aggregate ratio,mixture proportions,slump,meansof conveying for,additionat the jobsite.Therefore,caution should be exercised
and placement, consolidation and finishing technique. The With delayed additions of Water .to air=entrained concrete.
amount of MasterAir AE 90 admixture used will depend upon Furthermore, an air content check should be performed after
the amount of entrained air required under actual job conditions. post-batching.addition of any other materials to an air-entrained
In a trial mature, use 0.25 to 4 fl ozfcwt (16-260 mLl1C0 kg) concrete mixture.
of cementitious material. Measure the air content of the trial
mixture,and,if needed,either increase or decrease the quantity Product Notes
of MasterAir AE 90 admixture to obtain the desired air content. Corrosivity -- Non-Chloride, Hon-Corrosive: MasterAir AE 90
In mixtures containing water-reducing or set-control admixtures, admixture will neither initiate nor promote corrosion .of
the amount of MasterAir AE 90 admixture needed may be reinforcing and prestressing steel embedded in concrete, Or
somewhat less than the amount required in plain concrete. of galvanized floor and roof systems. No calcium chloride or
Due to possible changes in the factors that can affect the other chloride-based ingredients are'used in the manufacture
dosage of MasterAir AE 90 admixture, frequent air content of this admixture.
checks should be made during: the course of the work. Compatibility: MasterAir AE 90 admixture may be used in
Adjustments to the dosage should be based on the amount of combination with any BASF admixture, unless stated otherwise
entrained air required in the mixture at the point of placement. on the data sheet for the other product.When used in conjunction
if an unusually high or low dosage of MasterAir AE 90 admixture with other admixtures, each admixture must be dispensed
is required to obtain the desired air content, consult your local separately into the concrete mixture.
sales representative. In such cases, it may be necessary to
determine that, in addition to a proper air content in the fresh Storage and Handling
concrete,a suitable air-void system is achieved jn the hardened StorageTempereture:MasterAirAE90 admixtureshduld be stored
concrete. and dispensed at 31°F(-0.5°C).or higher.Although freezing does
Dispensing and Mixing:Add MasterAir AE'90 admixture to the notharmthisproduct,precautions shouldbetakentoprotectitfrom
concrete mixture using a dispenser designed for air-entraining freezing.if MasterAirAE90 admixture freezes,tiaub at 35°F(2°C)
admixtures,or add manually using a suitable measuring device or above and completely reconstitute by mild mechanical agitation.
that ensures accuracy within plus or minus 3%of the required Do not use pressurized air for agitation.
amount Shelf Life: MasterAir AE 90 admixture has a minimum shelf
For optimum,consistent performance,the air-entraining admixture, life of 18 months. Depending on storage conditions,the shelf
should be dispensed on damp, fine aggregate. If the concrete life may be greater than stated. Please contact your local
mixture contains fine lightweight aggregate, field evaluations sales representative,regarding suitability for use and dosage
should be conducted to determine the best method to dispense 'recommendations if the shelf life of MasterAir AE 90 admixture
the air-entraining admixture. has been exceeded.
Safety:Chemical goggles and gloves are recommended when
transferring or handling this material.
BASF Corporation
Admixture Systems
www.master-builders-solutions.basf.us page 2 of 3
MasterAir AE 90 Technical Data Sheet
Packaging Limited Warranty Notice
MasterAir AE 90 admixture is supplied in 55 gal(208 L)drums, BASF warrants this product to be free from manufacturing
275 gal(1040 L)totes and by bulk delivery, defects and to meet the technical properties on the current
Technical Data Guide, if used as direct±d within shelf life.
Related Documents Satisfactory results depend not only on q altty products but
Safety Data Sheets: MasterAir AE 90 admixture also upon many factors beyond our con rol. BASF MAKES
NO OTHER WARRANTY OR GUARANI E, EXPRESS OR
IMPLIED, INCLUDING WARRANTIES OF ERCHANTABIUTY
Additional Information OR'FITNESS FOR A PARTICULAR PURPO E WITH RESPECT
For additional information on MasterAir AE 90 admixture,or its TO ITS PRODUCTS. The sole and ex lusive remedy of
use in developing a concrete mixture with special peformance Purchaser for any claim concerning this p duct, including but
characteristics,contact your local sales representative. not limited to, claims alleging breach of w anty, negligence,
The Admixture Systems business of i3ASF's. Construction strict liability or otherwise,is shipment to p I rchaser of product
Chemicals division is the.leading provider of solutions that equal to the amount of product that,fails t meet this.warranty
improve placement, pumping, finishing, appearance and or refund of the original purchase pric of product that
performance characteristics of specialty concrete used In fails to meet this warranty, at the sole option of BASF Any
the ready-mixed,precast,manufactured concrete products, claims concerning this product must be received in writing
underground construction and paving markets. For over within one(1)year from the date of shipment and any claims
f lPA years We have offered'rellable products,and innovative not presented within that period are w ivecl by Purchaser.
BASF WILL NOT BE RESPONSIBLE- F R ANY SPECIAL.,
technologies,gies, and through the Master Builders Solutions
brand, we are connected globally with experts from many INCIDENTAL,CONSEQUENTIAL(INCLUDI G LOST PROFITS)
OR PUNITIVE DAMAGES OF ANY KIND.
fields to provide sustainable solutions for the construction
industry. Purchaser must determine the_suitabifity of he products for the
intended use and assumes all risks and li Rites in connection
therewith. This information'and ail further echnical'advice are
based on BASF's present knowledge and a perience.However,
BASF assumes no [lability for providing such information and
advice including the extent to which su information and
advice may relate to existing third party ntellectual property
h
rights, especially patent rights, nor shall y legal relationship
be created by or arise from the provision of such infommation
and advice. BASF reserves the right to make any changes
according to technological progress or fu ither developments.
The Purchaser of the Product(s) must t the.products) for
suitability for the intended application a d purpose before
proceeding with a full application of the pro ucf(s).,Performance
of the product described herein should be verified by testing
and carried out by qualified experts. 1
MB.J E OQ botama ton. crA&AE 90 under tha Maxtor Builders Solution*bnni,effective Jmeunry 1.2014. 1:21°
=fir
BASF Corporation 2016 11601115 to PRE-CI470013
linked Statts Canada
BASF Corporation
Admixture Systems 2374J Chegln Bortavard 1QCO Clar.Bauk�rard
Cleveland,Oho 44122.6544 Brampton,Ontario 16T 4M7
www.master-builders-solutions.basf us TO:8t O 112-9990®Fox;216 039.9521 TUI;000387•56132 to Fax 9,15 792.0851 page 3 of 3
Engineer Addition
0 Washington State Department of
January 10,2022
Qualified Product List
Contractor Product Information
Contractor: ( _j Contract No:
Sub Contractor: If Date:
Bid Item:
Manufacturer: BASF Corporation (formerly BASF.Construction-Chemicals,
Inc.) - Cleveland,. OH
Product Name:MasterAir AE 90
Standard Spec :-9-23.6(1), Concrete Admixture - Air Entraining Admixtures
Product Description : Liquid air entraining admixture'for concrete
Product Restriction :
Acceptance Code: 2250
Code Description :Acceptance is by field verification and the retaining of the Concrete Producers
Certificate of Compliance Indicating the product and dosage of the admixture conform to the concrete
mix design.
Last Updated Nov 27, 2013
To be completed by the field inspector:
Quantity: Verified By: Date:
1:1 BASF ` 03 30 00 Cast=in-Place Concrete
We create chemistry ° ` 00 Precastca�isrete
O. j 03 70 00 Mass Concrete
MasterPolyheed® 997
Mid-Range Water-Reducing Admixture
Formerly PolyHeed 997*
Description: Features
MasterPbly4e0997 e True mid-range water reduction(5-15%)and excellent performance a oss a wide slump
:admixtureis'&pate�?ted, range, especially the difficult slump range of 5-8 in, (125-200 mm)
Y
;multi component mid
� yr• x.. ro;;_.. ■ Superior workability, pumpability and finishability.quslities even in con rate mixtures
rangwatet-t litcrng, containing low amounts of cernentitious materials
admixture:'futasterF?oyt eeda
• Superior finishingcharacteristics for residential/commercial flatwork formed surfaces
v�7;:adrriixture-maefs p$
ASTM;0,49410.-4 4M,:
'requir'ements for.,Type A, Benefits
water-reducing,:and Type • Significantly reduced placement and finishing time resulting in lower in place
,high.rangawa`ter-:reducingi concrete costs
;,admixtures:
■ Higher strength at all ages
Applications:, ■ Enhanced concrete durability
!+RecarrimerrtlTjdi inw: ■ Increased service life of concrete structures
"■Ali'concret®appficatioris
r ; ti °"" Performance Characteristics
uvtiere`superwor-
w rkalarlity�,punri:41)llity: Mixture Data:500 Ib/yd3(295 kg/m3)of Type I cement;-slump 6-7 in.(150-160 mm);5-6%air;
and1lnlsliat Ilit Yq alities concrete temperature 70°F(21 °C);ambient temperature,70°F(21 °C).
Or,,,;desired,-in panic,&" Setting Time Performance'
flafworic;pumped
concrete,and per ious.' Initial Set Difference
,concrete' Mixture (h:min) (h:min)
■-CorAcrieteicontairing
Reference 6:01
rnanufactured sand ancl;,' . MasterPolyheed 997 admixture @
harsh ooncretG mixtures' 511 oz/cwt(325 mU100.kg) 6:22 +0:21
10 fl oz/cwt(650 mU100 kg) 6:57 +0:56
15 fl oz/cwt(980 mI100 kg) 7:31 +1:30
•
MASTER°
*BUILDERS
SOLUTIONS
MasterPolyheed 997 Technical Data Sheet
Compressive Strength,psi(MPa) Storage and Handling
Mixture 7-Day 28-Day Storage Temperature:If MasterPolyheed 997 admixture freezes,
_.___.....—...._.�.._.._ �.,..(1..___3) . ,. .._._
..,.,._._., .,'._.1....._._.�._...---..._._.-.—•20(22.9} thaw ild mechanical agitatior n: Donot use end p1eressurtely izednair for
MasterPolyheed 997 admixture 2360 16.3 33
Y ,,...._.,.... _..,.,.,,..�....._ agitation.. g p
5 fl ozicwt(325 mlJ100 kg) 3060(21.1) 3930(27.1) Shelf Life: MasterPolyheed 997 admixture has a minimum
10 f<ozlcwt'(650 mU100.kg) 3740(25.8) 4610(31,8) shelf life of 18 months, Depending on storage conditions, the
15 fl oz/cwt(980 mU100 kg) 4620(31..9) 5460(37.7) shelf life may be greater than stated.Please contact your local
'Note: The data shown are based on controlled laboratory tests , sales• representative regarding,suitabilityfor use and dosage
Reasonable variations from the-results shown h�vt�maybe experienced recommendations if the shelf life. of MasterPolyheed 997
• as a result Of differences ih concrete making materials and jebsr'te admixture has been exceeded.
conditions.
Packaging
Guidelines for Use MasterPolyheed 997 admixture is supplied in 55 gal (206 L)
Dosage: MasterPolyheed 997 admixture has a recommended drums,275 gal(1040 L)totes and'by bulk delivery,
dosage range of 3-15 fl oz /cwt (195-980 mL/100 kg) of •
cementitious material for.most concrete.mixes: Related Documents
As the dosage of MasterPolyheed 997 admixture increases to Safety Data Sheets: MasterPolyheed 997 admixture'
15 fl oi/cwt(980 mL/100 kg)of cementitious materials,normal
concrete setting.characteristics are maintained and early and Additional Information
ultimate compressive strengths increase.
BASF does not recommend the use of dosages outside the For additional information on MasterPolyheed 997 admixture or
recommended range without trial testing: Consult your local its useindevelopingconcrete mixtures With speclaiperformance
sales representative for assistance in determining the dosage characteristics, cont
recommended lecal:sales representative;
for optimum performance. The Admixture 'Systems business of BASF's Construction
Chemicals'division is the leading provider of solutions that
Product Notes improve placement, pumping, finishing, appearance and
Corrosivity — Non-Chtaride, Non-Corrosive: MasterPolyheed performance characteristics of specialty.concrete.used in
997 admixture will neither initiate nor promote corrosion of the.ready-Mixed,precast,manufacturedconcrete�products,
underground construction and paving markets. For over
reinforcing or prestressing steel embedded in concrete, or 100 years we have offered reliable products and innovative
of galvanized steel floor and roof systems.'MasterPolyheed technologies, and through the Master Builders Solutions
997 admixture does not contain intentionally added calcium brand, we are connected globally,with experts from many
chloride or other chloride-based ingredients. fields to provide sustainable solutions for the construction
Compatibility: MasterPolyheed 997 admixture may be used industry.
in combination with any BASF admixtures. When used in
conjunction with other admixtures, each admixture must be
dispensed separately into the concrete mixture.
BASF Corporation
Adrnixture Systems
wwwmaster-builders-solutions.besf.us page 2 of.3
MasterPolyheed 997 Technical Data Sheet
Limited Warranty Notice
BASF warrants this product to be free from manufacturing
defects and to meet the technical properties on the current
Technical Data Guide, if used as directed within shelf life.
Satisfactory results depend not only on quality products but
also upon many factors beyond our control, BASF MAKES
NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR
IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY
OR FITNESS FORA PARTICULAR PURPOSE WITH RESPECT
TO ITS PRODUCTS. The sole and exclusive remedy of
Purchaser for any claim concerning this product,including but
not limited to, claims alleging breach.of warranty, negligence,
strict liability or otherwise,is shipment to purchaser of product
equal to the amount of product that fails to meet this warranty
or refund of the original purchase price of product that
fails to meet this warranty, at the sole option of BASF Any
claims concerning this product must be received in writing
within one(1) year from the date of shipment and any claims
not presented within that period are waived by Purchaser.
BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL,
INCIDENTAL CONSEQUENTIAL(INCLUDING LOST PROFITS)
OR PUNITIVE DAMAGES OF ANY KiND.
Purchaser must determine the suitability of the products for the
intended use and assumes all risks and liabilities in connection
therewith.This information and all further.technical advice are
based on 13ASF's present knowledge and experience,However,
BASF assumes no liability for providing such information and
advice Including the extent to which such information and
advice may relate to existing third party intellectual property
rights, especially patent rights, nor shall any legal relationship
be created by or arise from the provision Of such Information
and advice. BASF reserves the right to make any changes
according to technological progress or further developments.
The Purchaser of the Products) must test the product(s) for
suitability for the intended. application and purpose before
proceeding with a full application of the product(s).Performance
of the product described herein should be verified by testing
and carried out by qualified experts.
NSf�
•Polyhood 997 bocamo MmttorPolyhcrd 997 r>ndos tho Mastor Brrikirlr Sokdiogn trend,r.lhAotivoJanutry 1,2014.
acM
n BASF Corporation 2046■01/15 PSE•OAY-0060 g'
BASF Corporation utt�tad Stales Canada
Adrr71xeCoure Corporation
Systems 2a7C0 Chagrin eoulw.artt 1800 Cis.*r cdevred
Calvviand.Chia 44122-5544 Brampton,Ontario LOT 4M7 www.master-builders-solutions.bdsf.us Toi:600 628.9000 m Fam 216 80$0621 rd;9t70 287•6862 Roc;906 762.C651 page 3 3 of 3
Engineer Addition
® Washington State Department of
January 10,2022
Qualified Product List
Contractor Product Information
Contractor: Contract No:
Sub Contractor: j Date:
Bid Item:
Manufacturer: BASF Corporation (formerly BASF Construction Chemicals,
Inc.) - Cleveland, OH
Product Name: MasterPolyheed 997
Standard Spec : 9-23.6(2), Concrete Admixture -Type A - Water-Reducing Admixtures
Product Description : Liquid normal range water reducing admixture for concrete: Type A
Product Restriction :
Acceptance Code : 2250
Code Description : Acceptance is by field verification and the retaining of the Concrete Producer's
Certificate of Compliance Indicating the product and dosage of the admixture conform to the concrete
mix design.
Last Updated : Jul 31, 2019
To be completed by the field inspector:
Quantity: Verified By: Date:
ignik
CONSTRUCTION TESTING LABORATORIES, INC.
400 Valley Ave N.E., Suite 102, Puyallup,WA 98372
Tel Ia 253-353.8775 I Fax 1253.770-8232
webaite:'0.90'Or ctiva.com
MISC . LABORATORY TEST REPORT
CLIENT Miles Sand& Gravel REPORT DATE December 28, 2021
JEC
r T MISC. TESTING ruIMIER I 268
ASS N/A
�ER 4303
cONTRACTOQ NIA .
wowix CONTRAC ruRcw�sE men
ORDER NO. N,'A ORDER MO �'T+ ORDER rn N/A 1 .Ice o� N.+l\
MATERIAL INFORMATION
REQUESTED ASTM C11 T,C123, C142,Wood Waste On DATE
1 12-09-2021
MATERIAL AASHTO Grading#57 K Washed C:6-AINED BY
TYPE ( ) Client-Alex B.
SOURCE Canyon Pit,B-329 SUBMITTED BY Client-Alex B.
OF SAMPLE
LAB NUMBER 21-1730
LOCATION
OF SUPPLY Stockpile D.%LAMER -
MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM
CLAY LUMPS& %WOOD
FRIABLE 0.0 Y.REQ. 2.0 max WASTE 00 +REQ. ::05 rnax COARSE FINE
PARTICLES
FINE AGGREGATE %REG. 1 [#2003cREEN 0 3 man',REo 1 p axANGULARITYI SIZE LOSS SIZE 7 LOSS
SAND EQUIVALENT [S.REQ. ORGANIC t REQ
(REF.METHOD) IMPURITIES 4 3'r
Light Weight Pieces, LOOSE UNIT
Specific Gravity 2.0 0.0 S.REG 2.0 max WEIGHT REQ 31/2"-3"
(coal&lignite) L
WT PER
DEGRADATION 14.REQ. ( ` CIVET +:,REQ 3"-2'4
RODDED
2'i"- 1 ' #4-#8
FRACTURE FRACTURE _
(SINGLE FACE: (DOUBLE FACE) 1 �' Yi' #8-#16
SIZE RESULT SIZE RESULT -," -31r #16-#30 - __^
4'RE D S.REQ. :!r -d-a -1 #30-#50
Y,REG %REQ. TOTAL TOTAL
ATTERBERG LIMITS Requirement:
PLASTIC %REo. LA ABRASION
LIMIT(PL)
_
LIQUID •,REQ Grading: Result:
Min(LL)
PLASTICITY .REG. S.REQUIRED
INDEX(PI)
COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY_
SSD Apparent SSD Apparent
OVEN DRY S.ABSORPTION OVEN DRY %ABSORPTION
Flat &Elongated
RESULT(S)I STATUS
Ratio: Flat: _
By Weight ® Elongated:
By Pieces 0 Flat&Elongated:
Total:
Requirement:
RENEWED BY)APPROVED BY
LAN
RlMARKB
EQUIPMENT SET a 2, 13, 14 TECHNICIAN B. Rowden/i, C. Pedersen
REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC.REPORT PERTAINS
ONLY TO THE MATERIAL TESTED.(Rev(sed 08-24-2020)
CONSTRUCTION TESTING LABORATORIES, INC. 1, 6--
400 Valley Ave N.E., Suite 102,Puyallup, 'NA 98372
Tel IF 253.303.877E i Fax A 253.T70-823Z
wsbsits: ww caws.com
MISC . LABORATORY TEST REPORT
CLIENT Miles Sand& Gravel REPORT DATE December 28, 2021
PROJECT
I MISC. TESTING NEE 1 266
PROJECT NIA
AocRESS PROJECT ; 4303
AJOR NI,9,EBER
CONTRACTOR N/A i
WORN NA CcrrTRAC- N/A NIA JC€CRLER l N,'A
ORDER WE ORDER NO. _.__:.._ VANIER
F--_-- .:. _ __. .
MATERIAL INFORMATION
TE
REQUESTED ASTM C40. C117. C123.C142 OFIT.NHFo 12.09-2021
MATERIAL Concrete Sand(Building Sand) oe➢AINED BY Client - Alex B.
SOURCE Canyon Pit,B-329 SUBMITTED BY Client- Alex B.
OF SAMPLE - _ LAB NUMBER 2 1-1 7?8
LOCATOR Stachptle
OF CATOR I.D.h{rMBER
MISCELLANEOUS TESTS SULFATE SOUNDNESS SODIUM
CLAY LUMPS& ' 1
FRIABLE 0.0 %REQ. 3 0 max °'=WOOD r,REQ. COARSE FINE
PARTICLES WASTE
FINE AGGREGATE R [#200 SCREEN 1 5 %RED. 2.55max $ %LOSS SLZE `•.LOSS
ANGULARITY ....._
SAND EQUIVALENT %REO ORGANIC Plate#1 %RED. #3 max 4" 3 74-
(REF.METHOD} IMPURITIES
Light Weight Pieces, LOOSE UNIT
Specific Gravity 2.0 0.0 %REQ. 1.0 INSX WEIGHT %REO 3 IV-3'
(coal&lignite) _
I` WT PER
DEGRADATION 1 %REQ. ( CU/FT %REQ. 3"-2''A'
RODDED '
2'W -1 4" 04-08 1
•-- -I--.
FRACTURE FRACTURE
1 V—Ye
(SINGLE FACET (DOUBLE FACE) 4 #8-#16
SIZE RESULT SIZE RESULT -,'- 3.8 #16-#30
+,RE Q •S,REQ, a ti• -44 #30-#50
,•,RED %REG. TOTAL TOTAL
I
ATTERBERG LIMITS Requirement:
PLASTIC %REQ. LA ABRASION
LIMIT IPL)
LIQUID %REQ. Grading Resuk:
LIMIT ILL)
PLASTICITY %RED. %REQUIRED
INDEX(PI)
COARSE AGGREGATE—SPECIFIC GRAVITY FINE AGGREGATE—SPECIFIC GRAVITY
SSD Apparent SSD Apparent
OVEN DRY %ABSORPTION OVEN DRY ABSORPTION
Flat &Elongated
RESULT(S)1 STATUS
Ratio: Flat:
By Weight ® Elongated:
By Pieces ❑ Flat&Elongated:
Total:
Requirement:
RC'.'i[WtD By.APPROVE Cl
--
Lae _.__
REMARKS
EQUIPMENT SET a# 2, 13, 14, 16 TECHNICLAN B. ROwden/dc C. Pedersen
-- -----------
REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT THE WRITTEN APPROVAL OF CONST.TESTING LAB,INC.REPORT PERTAINS
ONLY TO THE MATERIAL TESTED.(Revised 08-24-2020)
.I`
WashiDeparngtono}ate Transportation WSDOT MATERIALS LAB 07/31 2018
Aggregate Source Approval Report
Owner: Mlles Sand and Gravel Aggregate Source: PS-B-329
Lessee: Known as. Miles Canyon Road Pit
Located in: E1/2SE1/4SE1/4,E3/8NE114SE1/4 Section 24 T20N R3E County: Pierce
Remarks:
Mineral Agg.and Surfacing: Test Date: 11/07/2014 Expiration Date: 11/07/2019
Ahsrrptior• 1 03 Apparent Sp.G.:2.751 Bulk Sp.G (SSO):2.703 Bulk Sp.G.;2.676
Deg 79 LA. 11
Remarks:
Currently approved as a source of aggregate for:
ATB Ballast BST Crushed Cover Stone
BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone
Crushed Surfacing Top Course Gravel Back ill for Foundation Class A HMA Other Courses
HMA Wearing Course Maintenance Rock Permeable Ballast
Acceptance tests need to be performed as necessary.
Portland Cement Concrete Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023
ASR-14 Day:0.51 ASR-One Year 0.02 CCA Absorption:1.02 CCA Sp.G:2.69
Deg 72 FCA Absorption:2.04 FCA Organics: 1 FCA Sp G-2641
LA: 11
Remark's: 1-Year ASR Results expire 08/04/2019 -ZK
Currently approved for:
Coarse Concrete Aggregates
Fine Concrete Aggregates
Acceptance tests need to be performed as necessary
NOT approved for:
Riprap,Quarry Spalls, Rock for Rock Wall, Erosion and Scour Protection: Test Date: Expiration Date:
Abserptior. Apparent Sp. : Bulk Sp G (SSD) Bulk Sp.G.:
Deg LA.
Remarks:
NOT Approved for:
Quarry Spells Riprap Rock for Erosion and Scour Protection
Rock for Rock Walls Stone 9-27.3(6)
Strearnbed Aggregates: Test Date: 06/20/2018 Expiration Date: 06/20/2023
Absorption;1.02 Apparent Sp.G.:2.737 Bulk Sp,G.(SSD)2.69 Bulk Sp.G,:2.662
Deg 72 IA:11
Remarks:
Currently Approved tor:
Streambed Aggregate
Gravel Borrow for Structural Earth Walls: Test Date: 06/20/2018 Expiratoni Date: 06/20;2023
Bulk Sp.G.(SSD):2.69 Deg 72 LA:11
Remarks: Contact RME to determine if Resistivity, pH, Chlorides, or Sulfates testing is required
Currently Approved for:
Gravel Borrow for Str Earth Walls Gravel Borrow for SIT Earth Walls
ALL OTHER PIT RUN MATERIALS:
Project Engineer may request preliminary samples but Aggregate Source Approval is not required.
AGGREGATE MATERIALS NOT REQUIRING ASA APPROVAL:
Aggregate for Gravel Base 9.03,10
Gravel Backfill for Foundation Class B 9-03.12(1)B
Gravel Backfill for Walls 9-03.12(2)
Gravel Backfill for Pipe Zone Bedding 9-03.12(3)
Gravel Backfill for Drains 9-03.12(4)
Gravel Backfill for Drywells 9-03.12(5)
Backfill for Sand Drains 9-03.13
Sand Drainage Blanket 9-03.13(1)
Gravel Borrow 9-03.14(1)
Select Borrow 9-03.14(2)
Common Borrow 9-03.14(3)
Native Material for Trench Backfill 9-03.15
Foundation Material Class A and B 9-03.17
Foundation Material Class C 9-03.18
Bank Run Gravel for Trench Backfill 9-03.19
National Ready Mixed Concrete Association
qq"Nr Certificate of Conformance
For
Concrete Production Facilities
NRMCA THIS IS TO CERTIFY THAT
Pacific Plant 202, Pacific, WA
Miles Sand & Gravel Company
has been inspected by the undersigned licensed professional engineer for conformance with the
requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the
inspection date,the facilities met the requirements for production by
Central Mixing with Automatic Batching and Recordings of
Cementitious Materials, Aggregate, Water, and Chemical Admixtures
oxG CN7147F
4,13
F wr�shtic r2 ��
(1:t1; Signature of Licensed Professional Engineer
QM
�
i January 21, 2021 April 18, 2023
ttl
v 9E 3T V Inspection Date Certification Expiration Date
'g SUBMITTAL REVIEW
This company will maintain these facilities in corn' and will
correct promptly an efficiencies which develop. _X_ No Exceptions Taken
Make Corrections Noted
/Z-64-1 (1)7t-{- Amend S Resubmit
Rejected-See Remarks
Signature of Company Official IMPORTANT NOTICE This review Official
does not relieve the Contractor from
NOTICE:The Check List indicates only list plant Weiss are academy responsibility to comply&conform =+aellie
with sbettaberkst requirements mu"be sertbriq by usual insPel with the Plans, Specifications. and
This congests is issued by the Mellon&Ready awed Conaaio A sodapion a Contract Documents worth of the
NRMCA Csltlhalon of Ready Mixed Conaste Produdion Fadkties.0C3.Ur I in legal action.
Plant ID 4:801670 inew&Osborne. LW: 7133
® 1965, 1992,2001, GONSi,.T.w EkGINE�RS
BY MB Date:1/10/22
National Ready Mixed Concrete Association 66 Cana Virginia 22314
National Ready Mixed Concrete Association
Certificate of Conformance
For
Concrete Production Facilities
NRMCA THIS IS TO CERTIFY THAT
Kent Plant 203, Kent, WA
Miles Sand & Gravel Company
has been inspected by the undersigned licensed professional engineer for conformance with the
requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the
inspection date,the facilities met the requirements for production by
Central Mixing with Automatic Batching and Recordings of
Cementitious Materials, Aggregate, Water, and Chemical Admixtures
of wAs,„ s�
(‘' LI----/ ., /ZS"?
Signature of Licensed Professional Engineer
'a A. t¢ z/
9�*�c R�ait����'y January 19, 2021 March 19, 2023
S 'Al tt�
Inspection Date Certification Expiration Date
This company will maintain these facilities in coral SUBMITTAL REVIEW and will
correct promptly 6 '
y deficiencies which develop. X No Exceptions Taken
/7-
� MakeResubmit
Noted
Amend Re& subb mit
Rejected See Rernartcs
Signature of Company Official IMPORTANT NOTICE This review Official
does not relieve the Contractor from
NOTICE:The Check lief Y*ales ony fret plant ladles are sebtadory amens of fie
concrete Itself waft specification recpiernenll must be weed by usual inept responsibility to comply 8 conform
with the Plans, Specifications. and
This oe Web is issued by Vie National Ready Wed Cowen Association a Contract Documents insole dew
NRMCA Cei*afon of Reedy Mixed Concrete Production Fac t's,0C3.Ur t in legal scion.
Ptah ID#: 801815 (i 1m.y&Onh orris, Iran i890
0 1965,1992,2001, COMA,LTNG ENGINE
National Ready Mixed Concrete Assodation 66 Cams By M6 Date 1/10/ virgin's 22314
ASH GROVE
Mill Test Report
Plant Seattle Cement Type GU&t-II Low Alkali Date 21-Oct-21
Production Perlod September 1.2021-October 1,2021 Certification No. 2021.17
STANDARD REQUIREMENTS
ASTM C 150 Tables 1 and 3; CSA Tables 1 and 4
CHEMICAL PHYSICAL
Spec.Limn Spec. Test Spec Limit Spec lest
Item Type GU Limit Result Item Type GU Limit Result
Si02(%) A A 19.9 Air content of mortar(volume%) A 12 max 6
A1203(%) A 6.0 max 4.8 Blaine fineness(m'tkg) A 260 met 383
Fe203(%) A 6.0 max 3.4 %Passing 325 mesh 72 mit° A 98.8
CaO(%) A A 64.7 Autoclave expansion 1%) 1.0 max 0.80 max 0,10
Mg0(%) 5.0 max 6.0 max 0.7 Compressive strength MPa(PSI) min: min.
S03(%) 3,0 max 3A max 2.8 1 Day A A 14,9(2160)
Ignition lose(%) 3.0 mate 3.5 max 2.9 3 Days 14.5 12.0 27.4(3970)
Na2O(%) A A 0.22 7 Days 20.0 19.0 35.2(5100)
K20(%) A A 0.34 28 Days 26,5 A 43.5(6310)°
Insoluble residue(%) 1.5 max 1.5 max 0.40 Timed setting(minutes)
CO2(%) A A 2.0 Vicat Initial not less than 45 45 100
Limestone 4%) 5 max 5.0 max 4.6 Final not more than 375 375 177
CaCO3 in limestone(%) A 70 min 98 heat of hydration(calig)
Inorganic processing addition(%) A 5A max 0.8 7 Days A A 89.8d
(Baghouse Dust)
Potential phase composition(°sir
C3S A A 57
C2S A A 13
C3A A 8 max 7
C4AF A A 10
C4AF+2(C3A) A A 24
C3S+4,75(C3A) A A 90
OPTIONAL REQUIREMENTS
ASTM C 150 Tables 2 and 4
CHEMICAL PHYSICAL
Spec.Limit Spec rest Spec Limit Spec Test
Item Type GU Limit Result Item Type GU Limit Result
Equivalent alkalies(%) A 0.60 max 0.44 False set I%) A 50 min 88
°Not applicable.
'Test result represents most recent value and Is provided for Information only.
cAdlusted per A1.6.
°Fineness: 45Nm sieve,maximum%retained,28.
'The reported 28 Days are for the previous production period.
`An ignition lose of 3 5%maximum is allowed provided the cement at 550 t 25'C,show a loss in mass of no more then 3.0%.
ADDITIONAL DATA
Inorganic Processing Addition Data
Type Baghouse Dust
Amount(%) 0.8
Si02(%) 14.8
A1203(%) 6.5
Fe2O3(%) 1.5
CaO(%) 40.9
S03(%) 0.7
Base Cement Phew'Composition
C3S(%) 61
C2S(%) 14
C3A(%) 7
C4AF(%) 11
We certify that the above described cement,at the time of shipment.meets the chemical and physical
requirements of the ASTM C150JC15OM-18 specification and the CSA A3001-13 Type GU specification.
Signature: Title' Chief Chemist
Edward C.Rafacz
3801 E Marginal Way S.Seattle,WA 98134: Ph;(206)623-5596; Fax:(206)623-5355
•
Engineer,Addition
ElWashington Stale Department of
January, 10,2022
Qualified Product List
Contractor Product Information
Contractor: Contract No:
Sub Contractor: Date:
Bid Item:
Manufacturer: Ash Grove Cement Company - Seattle,. WA
Product Name: Portland Cement Type I, Type I/II low alkali, Type III ;
(AASHTO M-85, ASTM C-150)
Standard Spec : 9-01.2(1), Concrete - Portland Cement
Product Description : Manufactured -Seattle, WA: Portland cement Type I,Type I/II low alkali;.
Distributed from: Seattle, WA, Portland, OR and Spokane, WA Portland cement Type III distributed
from: Seattle,WA and Spokane; WA,
Product Restriction :
Acceptance Code: 2525
Code Description :Acceptance based upon the cement Manufacturer's Mill Test Report number being
shown on each concrete producer's certificate of compliance.
Last Updated : Sep 24, 2012
To be completed by the field inspector:
Quantity: Verified By: Date:
im Washington State
-f' °ems of Transportation Request for Approval of Material
Contract Number FA Number N/A SR Duvall Ave NE Date
CAG 20-065
Section/Title of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal.If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for Information that was omitted. RAM# 033A
PE Use Bid Item Material a Name and Location of Fabricator, Specification PEJQPL HdgtrJQPL HQ Use
• No. Product/Type Manufacturer or Pit Number Reference Code Code
DI Pipe B8
Firms— American Ductile Iron Pipe 7-16 2
Also -
B6.01
B7.01
B17.07
B18.07
Project Engineer/Representative;---m. Date State Materials Engineer/Representative Date
12/28/2021
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory Test Report for samples of materials to be incorporated
project.
P� Po P P Into
Q Acceptance Criteria: Mfg.Cert of Compliance for'Acceptance'prior to use of material. See Remarks
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment',WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld_ Submit samples for preliminary evaluation.
10, Approval Withheld:
11. Miscellaneous Acceptance Criteria.
Remarks
(PE): Per Special Provisions 9-30.1(1)
DI Pipe shall have Double Thickness Cement Lining -for 6",8"12"&16"DI Pipe.
Remarks 1-rnil Thick Seat coat required.
(I-HQ): All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths
and shall meet the requirements of AWWA C151.
All ductile pipe shall be minimum Standard Thickness Class 52.
Mfg. Cert. of Compliance shall meet requirements of WSDOT 1-06.3
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabrication Inspection 0 Region Materials Slate Materials Lab-MS 47365
BID ITEM BOB SPEC REF 7-16--- 1
DUCTILE IRON PIPE
AMERICAN Linings
for Pipe and Fittings
the principal standard covering cement lining is ANSI/AWWA C1041A21,4.This
and other standards are referenced throughout this Section either by the full
ANSI/AWWA designation or by only the AWWA numbering,such as AVVVVA C104.
Along with technical and metallurgical 1.Cement Lined per AWWA C104.
advancement in piping materials, research 2. Asphaltic Lined per AWWA C110,
on lining requirements for pipe and fittings C115 or C151.
has resulted in the development of linings to 3. Fusion-Bonded Epoxy (for
meet many different service requirements. 4"-16"Fastite fittings) per AWWAA C116.
AMERICAN offers several types of linings, 4. Special Lining-for unusual service
the most common being cement lining. conditions
Dine and fturnished by AMERICAN
,ram fittings � .
are offered unlined or with linings as follows:
Cement Lining
Cement-mortar lining for ductile iron ANSI/NSF Standard 61 for potable water
pipe and ductile and gray iron fittings for contact.
water service is in accordance with ANSI/ Flow tests on cement-lined pipe under
AWWA C104/A21.4. varying service conditions have established
Eement-lined-pipe-is-alto-hi-rnls-hed-for that-the H-a-zen-WiIll-atns-,flow--eoef€ieier+t- - - - - ---
some sewage service and a number of other remains as expected at about 140,and flow
applications.In fact,most pipe furnished is tests on cement-lined, large-diameter
cement lined, providing improved flow AMERICAN Ductile Iron pipe have
characteristics and the required protection confirmed flow coefficients much higher
against internal corrosion. The cement than 140.
lining is satisfactory for temperatures up
to 212°F. If asphaltic seal coat is furnished, Handling Cement-Lined Pipe and
the lining is only adequate for temperatures Fittings
up to 150°F. For other services contact Pipe and fittings with cement lining
AMERICAN regarding temperature should be handled with rubber-covered
limitations of cement lining. hooks or other type equipment to prevent
The first recorded installation of damage to the cement lining. Bare forklift
cement-lined gray iron pipe was in 1922 at arms or bare hooks should not be inserted
Charleston,S.C.This lining was developed into open ends.
by the Charleston Commission of Public
Works in cooperation with American Cast Characteristics of Cement Lining
Iron Pipe Co P:.-_� L:- L__:-..-:.-.- A%A11^/A C10 tin....for
surface
,J
1 Iron '..VtTipat�y. Since this IJCpnIiII t�, nvv vVr '.I V4 aAtvLv�wt 7Ut+at.CC crazing arid
AMERICAN has furnished most of its pipe cracks of a specified nature and magnitude.
with cement lining. The lining is applied Occasionally cracks and looseness in linings
centrifugally with the speed of rotation may occur prior to installation,particularly
designed to produce a smooth waterway where pipe is stored for a considerable time.
surface,minimal voids,yet retaining enough Many years'experience with cementlined
moisture for proper curing. AMERICAN pipe and fittings has verified -that this
cement-lined pipe and fittings are listed by condition is not detrimental to the perfor-
11-1
DUCTILE IRON PIPE
mance and effectiveness of the lining. AWWA C104 provides that damaged
When a cement-lined pipe is placed in lining may be repaired, and the following
service and filled with water,two reactions repair procedure is recommended:
begin immediately. The first is a gradual 1.Cut out the damaged lining to the
elimination of the temperature differential metal. Square the edges.
between pipe and lining, thus eliminating 2. Thoroughly wet the cut-out area
any stresses in the lining due to this and adjoining lining.
condition. 3.With the damaged area cleaned and
Secondly, the lining begins to absorb the adjoining lining wet,spread the mortar
water into the pores of the cement and into (see recommended mix below)evenly over
the capillary channels of the calcium silicate the area to be patched.(See Table No.11-1,
gel.The water absorption causes the lining next page,for lining thicknesses.)After the
to swell, restoring it to intimate contact lining has become firm and adheres well to
with the pipe wall and virtually closing any the surface, finish it with a wet 3" or 4"
cracks present in the lining. This swelling •paint brush or similar soft bristle brush.
process is relatively slow, taking up to 4. The repaired lining should be kept
several weeks for the lining to be restored to moist by tying canvas,wet burlap, or other
its maximum volume.This process has been wrap over the ends of the pipe or fitting for
demonstrated on a number of occasions to at least 24 hours. As an alternative the
the satisfaction of customers, contractors repaired lining may be seal coated with a
and engineers by immersing a pipe or cut back type of asphaltic seal coating.This
fitting in water for one or two weeks. must be sprayed or brushed on within five
After a period of exposure to water, to 30 minutes after lining.To maintain NSF
not only does the lining tighten against the certification, patch must be made using a
pipe wall and the cracks close, but finally NSF certified cement for 4" pipe and larger,
the surfaces of the cracks actually re-bond. or the patch must be topcoated with NSF
This occurs by a process called autogenous certified asphalt paint.
healing.
This phenomenon, long recognized by the Recommended Cement Mix
cement industry, has been documented by Cement mix by volume: 3 parts of
laboratory tests to occur in cement-lined sand,2 parts cement.
ductile pipe. In one test, a 48" ductile iron
pipe with severely cracked cement lining Precautions
was held half full of water for several 1.Mortar for lining should not be used
months. At the end of that period, the after it has been mixed for more than one
lining both above and below the water hour.
surface was found to be tight, with all 2. Too rapid a loss of moisture from
cracks either healed completely or sealed by fresh linings due to hot weather or high
the formation of calcium carbonate. wind will prevent proper cure, resulting
Field inspections of lines that have in the lining being soft and powdery. To
been in service for many years have verified prevent this loss of moisture,(a)do not line
the laboratory results; cement linings do hot castings and (b) close the ends of the
tighten and heal in service and provide the castings with wet burlap.
corrosion protection to the pipe and the 3.Fresh linings that become frozen will
high flow coefficients for which they were not be serviceable.Avoid lining in freezing
designed. weather.
Field Repair of Damaged Cement
Linings
Cement lining will withstand normal
handling;nevertheless, pipe or fittings may
be found at times to have damaged linings
which need to be repaired before placing in
service.
11-2
1 I 11 'c 1 1 't 'C Y Y Y Y Y Y N N N Y `‘'' N X `! Y Y Y Y `i Y
SUBMITTAL REVIEW �, DI Pipe shall have Double Thickness Cement LininG,
No Exceptions Taken All ductile iron pipe shall be centrifugally cast in 18 or 20 foot lengths and
—X- Make Corrections Noted shall meet the requirements of AWWA C151.
Amend d Resubmit All ductile pipe shall be minimum Standard Thickness Class 52,
_ Rejected-See Remarks
IMPORTANT NO ICE.This review ��%L�._%,�'��_�.),_J, ��J l
does not relieve tractor from his
responsibility to y&conform A
with the Pieris.S Ification,and DUCTILE IRON PIPE
r'nntrar-t 1Srr-unternls
411116
y e. Cement Lining]
CONSULTING ENGINEERS ANSI/AWWA C1 04/A21.4
By DRS Date:12(21/21 Thicknesses and Weights
Table No. 11-1
1
Nominal Standard Thickness I CDouble Thickness J
Size Pipe Length I I ! 1
in. ft. Minimum 1 Weight Weigh Minimum Weight Weight
1 I Thickness Per Foot Per Length Thickness Per Foot I Per Nominal
m. lb lb M. b i Length lb
i
I 1 18 ! --= 87 17 1.71 31
1 t 9 I 20 ( 'i-s I 1.30 26 a :s 2.57 I 51
11 a 1 9�p I ',.: 1 I7a t ggF d 3.4-5 I S9
-n 3h 1 li_ iIL d , 4.28 86 I 'Z 20 2.57 51 5.12 102
,1 1 ,Drs a_ } ats -;.- 8.93 179
i ;n II 20 '/r, 5 13 103 r 'hi, ' 10.19 204
3 20 /z 5.75 1 g 11.47 229
' 20 20 °/,z 6.40 128 'i•a 12.73 255
24 20 '/az 7.68 154 /,• 15.31
30 20 '/a 12.76 255 '/. 25.42 08
36 20 '/a 15.31 306 'l, 30.51 610
42 20 '/8 17 82 356 '/I 35.53 711
48 20 '/3 20.36 40/ 4 't! 4U.tN 812
54 20 '/a 22.89 I 458 'i, 45.68 914
60 20 79 24.71 494 'i8 49.32 986
64 20 '/3 26 35 527 i '/I 52.61 1052
Weights are based on the minimum lining thicknesses Icr minimum pressure classes of Fastite ductile son pipe.
Actual lengths and weights may differ from above.
r+Ims-may taper at In 7,1:13.
AMERICAN reccrrrrencs ire use of standard Ihckress cement;ining per AWWA CtO4 for all normal nstaAations.
y-,t 1• .
y • .'!. r
-. -' -' ' -- .. ...,_ . - _ -OW— .. ,., .:411
tel: j 'X-:
1
.,4i 1# :..,_.
1
r
j
This 64"Ductile Iron Fastite Joint water transmission main was furnished with standard
cement lining for continuing high flow performance.
11-3
r►
Washington State
i'/ Department of Transportation Request for Apfproval of Material
Contract Number FA Number NSA SR Duvall Ave NE Date
CAG 20-065
Section,/Ttle of Project Duvall Ave NE County King
contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 036A
PE Use Bid item Material or Name and Location of Fabricator, Specification PEIQPL Hdgtr./QPL HQ Use
Nc. Product/Type Manufacturer or Pit Number Reference Code Code
B14 Valves Mueller Co. Cert. of Compliance 7-16 10
B14.01 Neoprene 712
B15.01 Gasket Cain Bolt and Gasket, Inc. 3
B16.01
B17.05
I111.05 '
Project Engineer/Representative Date State Materials Engineer/Representative Date
)-. _ 12/21/2021
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material.
9 Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ®Yes ❑No
Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
9. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
9 10. Approval Withheld: Cert. of Compliance for valves does not meet requirements of WSDOT 1-06.3
1 Miscellaneous Acceptance Criteria.
Remarks
I (PE):
Remarks
(HO):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor 0 Region Operations Engineer 0 Fabrication Inspection 0 Region Materials 0 State Materials Lab-MS 47365
BID ITEM B14 SPEC REF 7-16
(Mueller Co.,
RNhble Ceenectierts
CERTIFICATE OF COMPLIANCE
Material and Production Test Certification
Mueller 4-12" A2361 Resilient Wedge Gate Valves
WE HEREBY CERTIFY that MUELLER CO. 4-12"A2361 Series RWGV's are manufactured and tested at the
Mueller ISO 9001 registered facility in Chattanooga, TN, USA. Mueller certifies these valves are UL 262 Listed, FM
1120/1130 Approved, are certified to ANSI/NSF 61 &372 and meet the requirements of AWWA C515. Production testing
is performed in accordance with these standards and meets the following specifications.
APPROVALS / PRODUCTION TESTING
AWWA UL FM* _Hydro Hydro
Size l k cnpllurh r iouel INC). I - 1 I 5edt I eSL Ji tell Test. '
'Psi.) - .,{P ) Eos+tl Ems/
NRS—Ft.x MJ Al.ibl-19
4-12" NRS— MJ x MJ A2361-23 350 350 350 525/525 700
NRS—FL x FL A2361-06
* NOTE: FM only approves Open Left valves.
Mueller certifies that the valve body, bonnet and wedge are manufactured in a Mueller foundry in Albertville, AL
or Chattanooga, TN per Mueller QA procedures; each heat is tested and certified to be within the specific do sho n i
the chart below under a controlled program and in accordance with ASTM A536 Du Iron. Mfg. Cert. of
Compliance shall list
heat#s for valves
Ductile Iron:ASTM A536 provided for this
project. Provide test
CilErvliCAL Lolvirwi i ION results and
Element C Si Mn s Cu P Cr j ri Pb M certification as part of
Minimum 3.900 2.500 0.370 --- 0.140 , Cert. of Compliance.
Maximum 3.950 2.800 0.420 0.022 0.180 0.050 0,080 0.015 0.005
SUBMITTALREVIEW < < X .c X X Y ,r X ,r ,rrxYX 'X � Y_X*.-I .)
No Coffect Taken Please note, this Certificate of Compliance does not
Make Correct!ons Voted
-X Amend&Resubmit meet the requirements of WSDOT 1-06.3, see below.
Rejected-See Remarks y Certificate shall list type(size),quantity, and show
IMPORTANT NOTICE This review heat#s. Provide heat test results as supporting
does not relieve contractor from his documentation for the Certificate.
responsibility to comply&conform
with the Plans.Specification.and
Contract Documents.
(trey 8r Osborne,Inc.
:ONSU'"N3=VG P:FE.RS
DRS cAe12121/21
Mueller certifies that manganese bronze stems are manufactured under a controlled program and are in
accordance with ASTM B138.
Manganese Bronze ASTM B138; Alloy C67600 (H04)
Chemical Composition Mechanical Properties
Element Cu Fe Pb Mn Sn j Zn Tensile Yield Elongation
Minimum 57.00 0.40 0.50 0.05 0.50 Remainder 76,000 52,000 10.00%
Maximum 60.00 1.30 1.00 0.50 1.50 Remainder
Mueller certifies that valves wedges are encapsulated with SBR rubber manufactured under a controlled program
and is in accordance with Mueller Rubber Specification R-88.
SBR(Mueller Rubber Specification R-88); ASTM D2000
Specification Durometer Tensile Elongation Compression Set
Minimum 73 2,000 200% 0,00
Maximum 83 j ---- ---- 18.00
Mueller certifies the coating supplied with these valves is Mueller® Pro-GardTm Epoxy Coating, an exceptional
fusion bonded epoxy electrostatically applied to valve internal and external surfaces to protect against corrosion. This
coating is Sienna red in color, non-toxic and suitable for use with drinking water components. Mueller valves with Pro-
Gard are certified to NSF 61 &372 and meet or exceed AWWA C550 requirements. Valves have a standard coating of ten
mils nominal thickness.
Mueller certifies that components for A2361 RWGV's are manufactured in accordance with Mueller Co. QA
procedures which include but are not limited to relevant dimensional, visual, and functional inspection and verification.
Respectfully, - 1-06.3 Manufacturer's Certificate of Compliance
Anton Nasledov •
Product Manager- Water Products Division The Manufacturer's Certificate of Compliance must identify the manufacturer,the type
Mueller Company - and quantity of material being certified.the applicable Specifications being affirmed,
1401 Mueller Avenue, Chattanooga, TN 37406 and the signature of a responsible corporate official of the manufacturer and include
PH anasledov@muellercomoany.com
supporting mill tests or documents.A Manufacturer's Certificate of Compliance shall be
Email: aleedov@muellercomaany.com
Website:www.muellercomoany.com furnished with each lot of material delivered to the Work and the lot so certified shall be
clearly identified in the certificate.
yam_
( Gasket material for
r below gate valves:
B14.01 -8"Valve
B15.01 -12"Valve
Commercialgrade neoprene rubbercr B17.051 -1" Valve
p ( � B17.05 -6"Valve
81e.05 -6"Valve
Moderate oil, acid, and abrasion resistance
Temperature range: -20 deg f to +190 deg f
Maximum pressure: 150 p.S.I.
Tensile strength: 1000 p.S.1.
Durometer: 55 to 65 shore a
Elongation: 350%
Neoprene is a good general-purpose gasketing sheet, as it will resist a
wide variety of media.
For additional information please contact the sales office.
DISCLAIMER:PROPERTIES AND APPLICATION PARAMETERS SHOWN IN THIS MANUAL ARE PRESENTED IN GOOD
FAITH BUT NO WARRANTY IS EXPRESSED OR IMPLIED. FAILURE TO PROPERLY USE GASKET MATERIAL COULD
RESULT IN SERIOUS INJURY OR DEATH.
SUBMITTAL REVIEW
No Exceptions Taken
Make Corrections Noted
Amend & Resubmit
Rejected-See Remarks
IMPORTANT NOTICE: This review
does not relieve contractor from his
responsibility to comply & conform
with the Plans, Specification, and
Contract Documents.
110)
Gray 8r Osborne, Inc.
CONSULTING ENGINEERS
gy DRS Date 12/21/21
`►.
Washington State
•/ Department of Transportation Request for Apfproval of Material
Contract Number FA Number NSA SR Duvall Ave NE Date
CAG 20-065
Sector/Title of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSOOT Use Only
be returned for information that was omitted. RAM# 039A
I PE Use I Bid Item I Material or Name and Location of Fabricator, Specification PEIQFL Hdgtr./QPL HQ Use
Nc. Product/Type Manufacturer or Pit Number Reference Code Code
8�t3 Hydrant Mueller 7-16 8
See RA
(317 Storz Adpt Harrington 7-1 G 0399 It00664
B18
B17 Bolts Cain Bolt & Gasket 7-16 2
B17 SS Nuts Cain Bolt & Gasket SP 9-30.2(1) 10
Project Engineer/Representative - Date State Materials Engineer/Representative Date
_ 12/28/2021
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory'Test Report for samples of materials to be incorporated into
project.
® Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material. See Remarks
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
0 Source Approved: "Make Corrections Noted" -See cut sheet for comments
(resubmittal not required provided comments are addressed)
9. Approval Withheld: Submit samples for preliminary evaluation.
()Approval Withheld: 316SS nuts per SP 9-30.2(1)
11. Miscellaneous Acceptance Criteria.
Remarks
(PE): Mfg. Cert. of Compliance shall meet requirements of WSDOT 1-06.3
Remarks
(HO):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 El Contractor Region Operations Engineer El Fabrication Inspection Ej Region Matenafs Ei State Materials Lab•MS 47365
BID ITEM 61/SR6i.REP 2-16
..ji.:'!,-.1.L __,. PAPT'.8 t'S7 1 c1 ) OR P'ON .RFOD MATE.! i A,n'l i,.,_ 1 rrDi '.';,::,CF:PT.ON 8.101MA-L'AL .`..;.1,1,
-.-, 1 DESCRIPTION ROD MATERIAL;A S.Ix , r CAP L;t+.61,. 4_ STFVLI __41',,,44.11Act''''..1,.., 'Ill, VALE iNO,",. L:,A.a. RON A-126 C:LASS,..B
9-70.. - s 1 i OPERATING NUT 1 BRONZE 1 3-5134 1"--08360 3 C.- N 1-100, S,FFI 1 IF F..R0 nA.Li 4 VALM.csr41.l,„_.:LAi- i RUBBER . ..TR L.
•i3.-7 . fof-Yre• A. 4.1
, t 21 MPPER PNC., ' ,."SBE. 8-2008 E.D..A ,24 UPPE. 3ARPe- ' '3AS"4.'4;'"6; ':LASc 9 ; ,,,, 4 S'EO.., 456, lnd,'f' '
Cr'
IS : HOLD DOWN NUT 0-RWC 1 ;RUBBERS-TOW i BONA N 6,,,AFFTY S-EM COuP,N^ I ANIS ilia A-890 18;1.:04 ILO 471 STEM 0-RINK', . 2 .RUBBER 0.8880 BUN'
4 I t§5- IE612 & 434:-TL _Etei_l - - -,- -
TOL) DOWN soir 'an fr,MI/ ';'.181E)...0 A. . '6FY A-877 -TA 1 4,,, EEL-te FL,aAc_r_NtjT, 8 ,T,... Ago JAN_
, li. ,NBTO1 NrNRIFJ44 yi.,:s1,41,i3 ; !LtEN7,3 2000 BUNS N 90T011 EL 0-44C, , . t, .0-,f0Q0 ,U,NA N 54 :RAN Rtr4li-8005160 3-RIK:: : RUBS,... l R. 7-'OW,,.,J.13,,11 N,
r-----1-- »- ,4 _ cEio,f 400-0i p SF"I' ANCF , 1 6:+5L in!A-,41 I cL._,S B ,_ , aL'_E.,
7 _11.:.__E1LLER FLA': ' BRASS 8-16 ALLOY 3_8_1,ga_ COT-ER PIN 2 Dam mu,A-.113 I„ 3D2 ,,,p7_47F,1_12NL.,_it •,."q,A Z,6, _..19,2.
7,1-',-- SONNET . I nASF.40,•4 A-I26, OL.,,, B ,30 CEEVIS PIN 2 CrilifsC;ITO,A,3-- -sc, , A n r.I 1474 W..
A&A 7- - ' !•96i-Ns,p',,,'E:( BOL',.._mo! 1 i iT,K16 i•.'1429 1 ..,7t:`. .,',. s1,1, ,%,avrv.:w^. 1 CARBON ORE A-576 i ..3R-, 44T 1 5 "EX NUT i 6 STEEE 4563 YR/0E 3
f re,fenN f 1-7,A ,i A,G P G. ,N,1F ' TT^T1F'ON A IP'PAK,:5-14-1,
i 1.MGENVEL,.. THIEMADIMIlli IIIMISii1111111fETISM. .A-t
i
'i%)-; 71.•1, ,, ,,2 STEM 0-RING n RUB8ER j D-?000 BONA N M DRAIN ,f4‘..t FACING RIND WI, • -,5660-no :
,
' ' I . W,• ,v. F. ' •w ,.. " 4-476 302
..... —, i Funiffirmuotioyaiiiiir"iirds•-.; -,:.:).- kr. •PP . 'A . - ..V.:TWEIAI:
I '11MWM2611hIMMIMII..,":1120g1110411 ZUMET.F.7..naMEN., . II LL ______,.
7 13iiiiTMET.—ivillinibliIMBIMMIIIMI KMIIMAILIMEMINIIIIFLI „_..-
• I.-..1111101;15ardf353111WRIMEINI Mliral.121121MEMIMIllal_romumaima . SUBMITTAL REVIEW
I,wverairieziwtiamivorn:.-gailimimMi=le. a, I,4 1 1,J Uilltlat3PIPTCIEZEillriMMI NO Exceptions aken
BURT •' 67 MIN. wrismatinimizurransanfiniminagme mowaireirmewarammizata A I• CLASS 8
LONGER A 6"JNIEPVALS 11IMARNIMMAIII432.1Pal .. lION A-1^ ' ' A MIMIgerINCIANIMMMIVInri, 1141111011111 _x_Matto Correcoons Nowa
Amenct&Resubmit
SC- -..1T RFDOPI" rD. RESRE—NE 04215 Do, 3,_.F. AS'-',., - Reassert-See Remarks
IMPORTANT NOTICE fles remew
does mat relieve controctcr from Ns
Si_E ANT 3`,..E O F OPERA-;NG \M.. SHO.E S.ZE AND.IFArs-, nr ^,--,,, , .,,,, ,',—in. 'n^,-",, responsfbety to comply&A.M.,'
NO,
wen the Plena SpeoficatIon,encl
IL
Contract Documents
.ei .... ... ..? 1.41C PENTAGON OPERATNIG NUT OE NAG 2-IA 1"NOSE CONNES110115 AMU NE NATIONALfANIA SRD TIMM&
PUMPER CONNECNON cm OT SEATTLE 111REAUS rioN 4 sTGPZ ADAPTOR Noe RAN NM 4 NA Sr aNOW10
Grey ae/Dalborme.Eno
004.11.1.••21141.111
/ APPROXIMATELY 17 V.t TURNS TO OPEN
L 1". i DP N'.i LNIVIENVONS PEP C2STOME. 3PECS 18`,. DUNS Uwe 12121121
,•"8TAN.:7>.X,' 1-'i", 8ENT
*
N:', -..,-•': :,./ ___-------- . -, .
- ,z4,,n". ,-4.: , •
.-"..@ ,-:) „, . ', -, • :
. •:. ' .- -'-' r„,
,("""1".4l;,---,-,. , , , • 1.W.17 . _4 4 in\ 4 1 --/ ' 'r
)
, „ _ „--,;1'.: -125 ' •• -(5),-,'.9 '
•"77-N i k ,,, , t
i„.....
'-CC,-&r.:2-22-45.1-4_,.,•,,,,,,..,24 12,4 6 L.,-..,,,-z.,a,-24-2.2.&,,,,,,tz...r4/4:4 ar '' -, , . ,
'- .''S.----*-----r !''7
8:5
•
• ',
Ca.ersrevnia-• ). ...,' i , 53- •550" e
4 ,':'A0 1 & 5 •,-' 04, SUP 7,N R,oN '25J" orn ,WC ,OSE NOZZ FS . .. 88% .1"
Ht : A.Ast:AtAA......o. 3,: N.- t. 2,/2), - ',DC P: .^,, 5 ,,,- 0C. , '-, IT S-, •n g, -',.O,EE.. ..,...
I'•---' ,....W''''....''_;, — ".7..'7______ A t MP R V
.';:.:A• ,kaafirk ,:...`,..7.....—,„„-".:-.-1-17„;-33.,i
ittt.m.y.,.....t."......... t tt.t .
BID ITEM B17 SPEC REF 7-16
304SS NUT
STAINLESS STEEL
316SS per SP 9-30.2(1)
(TYPE 304)
MECHANICAL PROPERTIES
YIELD STRENGTH,PSI TENSILE MAGNETIC PERMEABILITY REDUCTION IN ELONGATION % HARDNESS
STRENGTH,PSI AREA% ROCKWELL,MIN
55,000-75,000 100,000-125,000 2.0 MAX 40 30 8100
CHEMICAL PROPERTIES
ELEMENT CHEMICAL COMPOSITION,%MAX
(UNLESS MIN/MAX LIMITS GIVEN)
CARBON 0.08 SUBMITTAL REVIEW
MANGANESE 2.00 No Exceptions Taken
Make Corrections Noted
Amend&Resubmit
PHOSPHORUS 0.045 X Rejected-See Remarks
IMPORTANT NOTICE: This review
SULFUR 0.030 does not relieve contractor from hi;
responsibility to comply &conform
SILICON 1.00 with the Plans, Specification, and
Contract Documents.
CHROMIUM 18.00-20.00 45)
Gray&•Osborne, Inc.
CONSULTING ENGINEERS
NICKEL 8.00-10.50
By: DRS Date.12/21/21_
304S5 NUTS ARE INTENDED FOR USE IN CORROSIVE ENVIRONMENTS.304S5 NUTS ARE SUPPLIED IN A HEX
PATTERN PER ASME B18.2.2 STANDARD FOR SQUARE AND HEX NUTS.THE BOLT NORMALLY USED WITH A 304S5
NUT IS A 30455 HEX BOLT.
NOTE:PROPERTIES AND APPLICATION PARAMETERS ARE TYPICAL AND ARE PRESENTED IN GOOD FAITH BUT NO
WARRANTY IS EXPRESSED OR IMPLIED.
SUBMITTAL REVIEW
BID ITEM B17 SPEC REF 7-1; Provide Mfg. Cert. of Compliance X No Exceptions Taken
per WSDOT 1-06.3 Make Corrections Noted
Amend&Resubmit
Rejected-See Remarks
IMPORTANT NOTICE: This review
does not relieve contractor from his
responsibility to comply&conform
with the Plans, Specification, and
Contract Documents.
WEATHERING STEEL
MECHANICAL PROPERTIES Gray&Oaborne, Inc.
DIAMETER ? PROOFLOAD TENSILE STRENGTH HARDNESS REQUIREMENTS CONSULTING ENGINEERS
Ft„ DRS nate: 12/28/ 1
I LB. MIN.LB.
"-13 12,050 17,050 BRINELL ROCKWELL
MIN MAX MIN MAX
I Y:TO 1" INCL %TO 1" INCL
5/8"-11 19;200 27,100 LESS THAN 2D
7S3 119 75 34
Y." 10 28,400 40,100 20 AND OVER
319 34
7/8"-9 ' 39,250 55,450
1"-8 51,500 72,700 1-1/8 TO 1-1/2"INCL 1-1/8 TO 1-1/2 INCL
1-1/8"-7 56,450 80,100 LESS THAN 3D
223 286 19 30
1-1/4"-7 171,700 1 101,700 30 AND OVER
286 30
1-3/8"-6 85,450 121,300
1-1/2"-6 104,000 147,500
TYPE 3 STRUCTURAL FASTENERS ARE MADE OUT OF A SPECIAL CHEMISTRY CORROSION RESISTANT OR
WEATHERING STEEL.THE STEEL HAS TO MEET THE CHEMISTRY REQUIREMENTS AS SPECIFIED IN ASTM A325 TYPE
3.TYPE 3 FASTENERS ARE USED PRIMARILY IN OUTDOOR STRUCTURES WHERE THE STEEL IS SUBJECT TO
CORROSION.ASTM A 325 TYPE 3 BOLTS ARE MADE OUT OF AN ALLOY STEEL WITH COPPER,CHROME,AND NICKEL.
AS THE SURFACE OF THE STEEL CORRODES OR RUSTS,INSTEAD OF FORMING A COARSE, FLAKY RUST,THE
MATERIAL FORMS A FINE TEXTURED OXIDE COATING THAT TIGHTLY ADHERES TO THE BASE METAL.THIS OXIDE
mATINC SFAI S THF SURFACF OF THF RASF MFTAI FROM FURTHER CORROSION THE SURFACE APPEARS AS A
UNIFORM,FINE GRAINED, DEEP BROWNISH RED RUST COLOR.THIS OXIDE COATING WORKS WELL IN MODERATE
ENVIRONMENTS SUCH AS NORMAL OUTDOOR WEATHER, BUT IF EXPOSED TO MORE CONCENTRATED CORROSIVE
CONDITIONS SUCH AS HEAVY INDUSTRIAL FUMES,THE OXIDE MAY NOT FORM SUFFICIENTLY TO PROTECT THE
BASE METAL.ASTM A325 TYPE 3 BOLTS ARE SUPPLIED IN HEAVY HEX PATTERN PER ANSI B18.2.1. THE NUT
NORMALLY USED WITH AN ASTM A325 TYPE 3 BOLT IS AN A563 GR DH3 NUT.
Washington State
�/ Department of Transportation Request for A proval of Material
Contract Number FA Number N/A SR Duvall Ave NE Date
CAG 20-065 12/20/2'.
Section/Title of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 039B & 064
PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr./QPL HQ Use
Nc. Product/Type Manufacturer or Pit Number Reference Code Code
B 1 7 Storz Adapter Harrington 3
& B18
Project Ergineer/Representative Date State Materials Engineer/Representative Date
12/21/2021
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg.Cert.of Compliance for'Acceptance'prior to use of material.
0 Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved QX Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
8. Source Approved:
9. Approval Withheld: Submit samples for preliminary evaluation.
10, Approval Withheld:
11. Miscellaneous Acceptance Criteria.
Remarks
(PE).
Remarks •
(HO):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ®Contractor Region Operations Engineer ❑Fabncation Inspection Region Matenats State Materals Lab-MS 47365
HARRINGTON HYDRANT STORZ CONNECTIONS BID ITEM B17 2.75"Ext
SPEC REF 7-16 I
HPHATM SPECIFICATION The Harrington Permanent Hydrant Adapter &� N '\:�
is threaded onto the male steamer port and is secured permanently onto the hydrant \� \\\� \\��
with(2)setscrews. For security, a Storz spanner wrench is required for cap removal \` 4. Gasket FaMEW .'Cap -
(high-torque cap removal).
1
The Storz adapter shall have a hard anodized 6061-T6 aluminum metal face sealing I
surface,Storz ramps and lugs.The aluminum finish shall be hardcoat anodized to 1
MIL-A-8625.Type 3,Class I,dark gray.The adapter is secured to the nozzle with III
(2)stainless steel setscrews, inserted 180'apart.The female adapter shall retain Seattle •s Waterway •
a flat gasket which seals the adapter onto the hydrants male steamer port. Female1 1 i
The Storz cap shall have hard anodized aluminum Storz ramps and lugs made of • 1
forged 6061-T6 aluminum.The center capshall be forged 6061-T6 aluminum. I �`
9 9 I
he Storz Cap shall be connected to the Storz adapter with a 0.125"vinyl coated / \ r�
stainless steel aircraft cable and(2)aluminum crimps.As a security consideration, ��;`\\ 7 7i'QD. �N
the HPHATM'Storz cap requires a Storz spanner wrench for removal. However, 1,� `�� \��
the Storz Hose Coupling will connect quickly and easily by hand. `% NA' k��`\
The HPHATM is completely Made In USA
Once installed,the HPHATM extends only 2.75"from the hydrant nozzle.
Specify HARRINGTON STORZ "HPHA50-40-004/Cap" -250 psi working pressure - MADE IN USA
DWG No.: HPHA50-40-004/Cap
Harrington, Inc. i „
2630 W. 21st St. (SEATTLE - 4.875 O.D.M. x 6tpi)
0 Erie, PA 16506 J5" Storz Hydrant Adapter: 5 x 4" Seattle Female
Ph. 800 553 0078 w/(2) setscrews, Storz Cap and SS Cable
daveh@harrinc.com c Date: 07/01,'18 I DB: DTII I Harrington Hydrant Storz
I Not to scale I Sheet I of I I HPIIA
HARRINGTON HYDRANT STORZ CONNECTIONS BID ITEM B17
SPEC REF 7-16 1
HPHATM SPECIFICATION The Harrington Permanent Hydrant Adapter SUBMITTAL REVIEW
is threaded onto the male steamer port and is secured permanently onto the hydrant ��
with(2)setscrews. For security, a Storz spanner wrench s required for cap removal -- ��' X No Exceptions Taken
am.
(high-torque cap removal). Make Corrections Noted
The Storz adapter shall have a hard anodized 6061-T6 aluminum metal face sealing Amend & Resubmit
surface.Storz ramps and lugs. The aluminum finish shall be hardcoat anodized to Rejected-See Remarks
MIL-A-8625. Type 3.Class I.dark gray. The adapter is secured to the nozzle with
(2)stainless steel setscrews, inserted 180"apart. The female adapter shall retain Seattle N. IMPORTANT NOTICE: This review
a flat gasket which seals the adapter onto the hydrant's male steamer port. Female does not relieve contractor from his
The Storz cap shall have hard anodized aluminum Storz ramps and lugs made of responsibility to comply & conform
forged 6061-T6 aluminum. The center cap shall be forged 6061-T6 aluminum. with the Plans, Specification, and
/he Storz Cap shall be connected to the Storz adapter with a 0.125"vinyl coated v �, Contract Documents
stainless steel aircraft cable and(2)aluminum crimps.As a security consideration.
the HPHA'""Storz cap requires a Storz spanner wrench for removal. However. t
the Storz Hose Coupling will connect quickly and easily by hand. dray tir Osborne, r.
The HPHAT" is completely Made In USA CONSULTING ENGINEERS
Once installed.the HPHATH extends only 2.75"from the hydrant nozzle.
By' DRS Date: 12/21/21
Specify HARRINGTON STORZ "HPHA50-40-004/Cap" - 250 psi wi
DWG No.: H PHA50-40-004lCap
Harrington, Inc.
2630 W. 21st St. (SEATTLE 4 875" O.D.M. x 6tpi)
0 Erie, PA 16506 J5" Storz Hydrant Adapter: 5 x 4" Seattle Female
Ph. soo 553 oo7s w/(2) setscrews. Storz Cap and SS Cable
x
daveh@harrinc.com E Date: 07/01/18 I DB: DTH I }{arrington Hydrant Storz
Not to scale I Sheet I of 1 I HPHA
`.
Washington State
•/ Department of Transportation Request for Approval of Material
Contract Number FA Number N/A SR Duvall Ave NE Date
CAG 20-065 01/05/2022
Section/Title of Project Duvall Ave NE County King
Contractor Reed Trucking & Excavating, Inc. Subcontractor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM# 069
PE Use Bid Item Material or Name and Location of Fabricator, Specification PEIQPL Hdqtr./QPL HQ Use
No. Product/Type Manufacturer or Pit Number Reference Code Code
B17 Poly Visqueen 8
R18
Pr ct Eng' ee/Representative Date State Materials Engineer/Representative Date
in .,.rr......... 1/10/2022
���I cept. nce Action Codes for use by Project Engineer and State Materials Laboratory
1. .ccept-nce • 'teria: Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into
project.
2. Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material.
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material. Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material.
5. Acceptance Criteria: Only'Approved for Shipment', 'WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
OSource Approved: "Make Corrections Noted" - use 10 mil film
9. Approval Withheld: Submit samples far preliminary evaluation.
10. Approval Withheld:
11. Miscellaneous Acceptance Criteria.
Remarks
(PE):
Remarks
(HQ):
DOT Form 350-071 Project Engineer Distribution
Revised 03/2021 ❑X Contractor ❑Region Operations Engineer El Fabrication Inspection ❑Region Materials 0 State Materials Lab-MS 47365
111 NORTHWEST LININGS &
GEOTEXTILE PRODUCTS, Inc.
■■ "Helping000to Protect the Environment"
21000 77th Avenue South
Kent,WA 98032
111 (253)872-0244•(800)729-6954
FAX:(253)872-0245
www.northwestlinings.com
VISQUEEN
CONSTRUCTION POLYETHYLENE FILM PROPERTIES
4 mil 6 mil 10 mil
PROPERTY (.004*) (006*) (010*)
Tensile Strength
Minimum PSI
Lengthwise 1700 1700 1700
(MD)
Crosswise(TD) 1200 1200 1200
Elongation _
Minimum
Percent
Lengthwise 225 225 225
(MD)
Crosswise(TD) 350 350 350
Water Vapor
Transmission
Rate .35 .23 .14
(Grams/100
In2/2,1 Hrs.)
* These are typical values and are not to be construed as limiting specifications for polyethylene.
-ram ,---,Y--,----( SUBMITTAL REVIEW
8 mil required per Std Plan -310.1, No Exceptions Taken
use 10 mil film X Make Corrections Noted
Amend & Resubmit
��- _),-, Rejected-See Remarks
—
IMPORTANT NOTICE: This review
does not relieve contractor from his
responsibility to comply&conform
with the Plans, Specification, and
Contract Documents.
Gray&Osborne,Inc.
N:\Specifications\Visqueenspec(km) CONSULTING ENGINEERS
By: DRS Date 1/6/2022
s r
ANIL
ra3Wastungton State
Dement of Transportation Request for Approval of Material
Contract Number FA Number NIA SR Duvall Ave NE Date
CAG 20-065 8/31/21
Sectipf 1 Title 0tProject Duvall Ave NE County
King
Contractor Reed Trucking & Excavating, Inc. `tor
This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For WSDOT Use Only
be returned for information that was omitted. RAM N 040
PE Use Bid lieu Martial or Name and Location of Fabricator, Specification PE/QPL Hdgtr/OPL HO Use
No. Productrivpe Manufacturer or Pit Number Reference Code Code
8in.Valve
B18 Box Olympic Foundry Inc 7-16 2
B18 24 30 36in Olympic FoundryInc 7-16 2
valve box
B18 Fire Hydrant Mueller 7-16 8
B18 HPHA Harrington Inc. 7-16 10
B18 Iron Pipe American Ductile Iron Pipe 7-16 10
B18 IIrronPipectile Sigma 7-16 2
B18 Star9rp 3000 Star Pipe Products 7-16 2
B18 valve Box cover Olympic Foundry Inc 7-16 2
Project EngineedRepresentative Date State Materiels Engineer/Representative Date
<- 10/20/2021
Acceptance Action Codes for use by Project Engineer and State Materials Laboratory
1. Acceptance Criteria: Acceptance based upon'Satisfactory Test Report for samples of materials to be incorporated Into
Pro1og%
2U. Acceptance Criteria: Mfg.Cart.of Compliance for'Acceptance'prior to use of material. See Remarks
3. Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material.Catalog Cut Approved ❑Yes ❑No
4. Acceptance Criteria: Submit Shop Drawings for'Approver prior to fabricatlon of material.
5. Acceptance Criteria: Only'Approved for Shipment',WSDOT Inspected'or'Fabrication Approved Decal'material shall be used.
8. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office.
7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action.
CD Source Approved: Please see attached submittal review for more details.
9. Approval Withheld: Submit samples for preliminary evaluation.
to Approval Withheld: Please see attached submittal review for more details.
11. Miscellaneous Acceptance Criteria.
Remarks
(PE): Mfg.Cert.of Compliance shall meet requirements of WSDOT 1-06.3 and state
compliance with Special Provisions 9-30.3(4)AWWA C504 for the valve boxes.
Remarks
(HQ):
DOT Form 350-071 Project Engineer Distribution
Revised 0312021 ®Conlraaor ❑Region Operations Elgin Febricodan Inspection ❑Region Matelots Slat.Materiels Lab-MS 17365
I f
BID ITEMS B14, B15, B16, B17, B18
.- 8 3/4-Ot. - 1 96' S 6CCRCE
1
WATER I
.f ' '' r •
,. ,
� --,„1- ,/ ...
/ TGP .EW
7 1 ,a„..
SUBMITTAL REVIEW <f '
X No Exceptions Taken r \`
Make Corrections Noted
Amend& Resubmiti (
Rejected-See Remarks I
IMPORTANT NOTICE: This review `
does not relieve contractor from his N. `..,
responsibility to comply &conform '`,,...�, " '�
with the Plans, Specification, and
Contract Documents 6Q"d"Se rr
C3ray&Osborr1e, Inc.
CONSULTING ENGINEERS
By: ABZ Date: 9/24/2021 Please ensure that the "ears" on the cover are
--- installed in the direction of the water main.
NOTES:
Also avallab+e with 2'skirt OLYMPIC FOUNDRY INC.
VALVE BOX COVER
MATL:Cast Iron ASTM A4$.CL30 RATING: H-20 PART NO. 940
APPROX WT 9 Lbs REV.A DATE:7,21:2003 New border REV
TCLER.WCE A
DOCUMENT APPROVED OWN'GL DATE 71/2003 REV: DATE:
R. •
pV DATE A XX,.,:n
CHKD CL DATE.1+21.2003 • }, uA DWG A:940 SHALLOW LID SCALE.NA SHEET:1 Of 1
• DEG
BID ITEMS B14, B15, B16, B17, B18
J-----
(::
t
8 1%a" DIA_
6 7/6" DIA.
a 3/4" 1 1Je"
1 1 t6" 1
M. I�
%yam; ,, P'%<
SUBMITTAL REVIEW
rt
^X No Exceptions Taken
Make Corrections Noted �.
•
Amend& Resubmit
Rejected-See Remarks
IMPORTANT NOTICE: This review
does not relieve contractor from his
responsibility to comply&conform 0,4
with the Plans. Specification, and
Contract Documents.
I- 5 ?/d" CiIA
Cray Sr Osborne, hie
CONSULTING ENGINEERS
By ___A.BZ.___v Date: 9/24/2021
NOTES:
OLYMPIC FOUNDRY INC.
8"VALVE BOX TOP
MATL:Cast Iron ASTM A48,CL30 RATING: H-20 PART NO.940
APPROX WT. 14 Lbs REV:A DATE:7116+2003 New border REV
TOLERANCE A
DOCUMENT APPROVED OWN:CL DATE:7/18,2003 REV: DATE:
v DATE
CHKD:CL DATE:7+16r20o3 xxxz �� DWG 1r:940 8 Top SCALE:NASHEET:1 Of 1
u+•2 DEG
BID ITEMS B14, B15, 816, 817, B18
r6 elir ail.
I
Y I1
e 1
g
g
s
A.
1r
ii
b 24-
4 ..'
S �s-iALSG aWkABLE
*I 34-ma:,'d-Y
S
SUBMITTAL REVIEW
I
X No Exceptions Taken i
Make Corrections Noted
Amend& Resubmit 60 `
Rejected-See Remarks
IMPORTANT NOTICE- This review ara• 3/15 R.
does not relieve contractor from his , k
responsibility to comply&conform
with the Plans. Specification, and "'�•Mk
Contract Documents " - r DIa.
a3ls-ow
Clay l Osborne, hie.
CONSULTING ENGINEERS
By _ ABZ____ _Date: 9/2412021
NOTES:
OLYMPIC FOUNDRY INC.
24", 30"36"VALVE BOX BASE
MATL:Cast Iron ASTM A48.CL30 RATING: H-20 PART NO.940
APPROX WT 35 Lbs REV:A DATE:T1162003 New border REV
A
DOCUMENT APPROVED OWN:GL DATE:7I162003 �OLER''' REV: DATE:
a-1
BY DATE xxx.-ce
CHOW.CL DATE:7+16.2003 wax, roo DWG g:944 24 BOTTOM SCALE.NA SHEET:1 OF 1
<*.2 DEG
BID ITEM 817, B18 ` A423 MJ HYDRANT
Mueller Co. MUELLER' SUPER CENTURIONR'
9.6
FIRE HYDRANT
Rev 6-15 Shaded area Indicates Changes
I
Super Centurion 250"catalog numbers
-UL 246,FM 1510 ANSI/AWWA C502 250 pal rated
AA21 4.1 t7"main valve,n� .ning R.way 4.,hn n a.nss4 ro.1 1 pi mpwr nslp) /
lv
A423 5-1/4"main valve opening 3-way(2 hose nozzle 1 1 pumper nozzle) ; _�
A454 5-1/4"main valve opening 3-way(3 hose nozzle)" - .s
A455 5-1/4"main valve opening 4-way(4 hose nozzle)*
A458 5-1/4"main valve opening 4-way(3 hose nozzle 1 1 pumper nozzle)* ' A ��1
.A459 5-1/4"main valve opening 4-way(2 hose nozzle)2
•Hore Gate Valves recurred on FM Approved 9,4,,clefs
r�
"A459'a UL Listed end ANSI/AINWA C502
Super Centurion 350"catalog number 1
-UL 246,FM 1510 ANSIIAWWA C502 350 psi rated
A423 5-1.4"nor valve opening 3-way 12 hose nozzle+ 1 pumpe•nozzle; {L
A421 4-1/2"main valve opening 3-way(2 hose nozzle/1 pumper nozzle) ` I
� ,
Super Centurion 200'catalog numbers
-UL 246,FM 1510 ANSUAWWA C502 200 psi rated
A-433 4-1/2"main valve opening 2-way(2 hose nozzle)
A-435 5-1/4"main valve opening 2-way(2 hose nozzle)
-ANSUAWWA C502 200 psi rated
A-420 4-1/2"main valve opening 2-way(2 hose nozzle)
A-4244-1/2"main valve opening 1-way(1 pumper nozzle)
A-422 5-1/4"main valve opening 2-way(2 hose nozzle)
A-4255-1/4"main valve opening 2-way(2 pumper nozzle)
A-423 5-1/4"main valve opening 3-way(1 hose nozzle/2 pumper nozzle)
.rkmanship ,
SUBMITTAL REVIEW ,C502Standaro , ' -'-a-'-
No rvoir
Exceptions Taken
, ''
X Make Corrections Noted Item coupling
Amend& Resubmit pressure for positive seal;it is made of rubber
Rejected-See Remarks spare for long service
—
shapes and sizes-ope left r right
IMPORTANT NOTICE:This review es
does not relieve contractor from his lus•full flow openings for low friction loss
responsibility to comply&conform
with the Plans, Specification, and g barrel drainage
Contract Documents. or — -.,.,�- ..... . • -
ilibb of Please ensure that the hydrant assembly conforms to City of Renton
31 standard plan 310.1 including two 2-1/2" hose connections (NST). 4"
(.iray&Ogbome, Irac. .pumper connection (City of Seattle threads w/Storz adapter), and 1-1/4"
CONSULTING ENGINEERS _pentagon operating nut. Standard plan 310.1 also includes additional de-
By: ABZ Date: 9/24/2021 tails such as painting and spacing requirements.
is
.slfllllllS end D-150 °' I • u3 g l ire I a 1 Lai
_ I! L I F Front view dotal of Mechanical [—
L; '.— joint(Sandaw only) ,w
J
w_ Flange IR ASME 816.1 Class 125 Vertical
� \\�
. I_ I I.. PN 101160reing `a
, I -_-- -__ Flange \ T
WI ,, �� ASME B16.1 Class 125 ,.1
t W PN 10/16 Drilling " 1•
a ,r
1 I.. ar — :
114+.1"1."h
3Np-on Ali;
SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS
MT UR
�ir,;2' 1 MrEsF rtt4`I' 1 YNr t•d
MLI C:=T: 1.111,1 lie
;ig
4 Mil'''.INN I I I a$h
SWIM IM//t NITJ $14 IT/10ri1$7144 l7N Orr[R
r— E JIOFFIN IM lira [ 414$Talfl5J)14EEl FM O1[-CI
V_ � 1 o-t1N t MOW IIIN
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_ t •• ��N �� a 0-11MtlCll■I Min I WILL
�- —.AAM N1 IOW 1 NMI 1■N 1MM
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- � I 11 ""'[OM_
3' M tut►uF 11atE r 1 MOVn
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mot►' �� �� �� ! 1. W t M0MM
• � s N - -rllJaf flif pill Et rl.l OH
J . ��. ��4. i�' �r 0I 11. 911f Ir II II•t I, u21 alas t
r Ir q_w II NOT-111 DM ticr1Ft 1■M 14 1
`-- -.aid T 1 I �/ sxrc-It_f d FM 1■Itrltt I■N LaM
21 F'.aT-RAKE.■1 N[IILL Iq 1fM
1 — ! • ■ ■ • , ! II ��, it star-RrMt.ILr1-d D. NMI m 4SM
L 4_Li
'� 1: ,fI111N MUM l ..
..n*Ratetl ...... Ma s: ,J ..-,,-. All'.. j
r.
(Ve.. EMItiViI R'-M" FLANGE FMCS - pq}. .. a. S rtrl- ri:.°.. a w'.
FLANGE X MECH JOINT ENOS I.
0 `���� MECHANICAL JOINT ENDS
O 11t•l'<,.
11 .n it,rru
O O10,ilk \ o ° __ I
?N\ I�E \\\\`
3�y� �.ilt 111.A'
;did /ii ��
CO SUBMITTAL REVIEW ,/ uiIIJ fi-- `'I; l
J
■ r . —No Exceptions Taken -——' mill IR raissi :t_ L /" ..
X Make Corrections Noted nP•
. K
Amend& Resubmit / I^ 1t r
Rejected-See Remarks SLIP-ON ENDS •t
FLANGE X SLIP-ON ENDS
i IMPORTANT NOTICE. This review
does not relieve contractor from his
S responsibility to comply &conform �`�`1"••a"``�r"
- � Po tY P Y � • 1 t T ■ 1 • . I s +r ln a
i___I : with the Plans, Specification, and 1�I, FI,�! .. d❑,1 ,� 1. It, 4,� ,}.,
f. 1 'at .'_ 16_ N _ 1.1t ., 1.- 1,- IC li,
66■ Contract Documents. 1.11 a»-H.N 1• N 11.;! I.N Ir Ill Ir.}I IJ.II - „' 1I.i -i!!!111 ' .• I M_UM L .
1 WI L[f [�JI 16M • LN 16N 11.[J N. .N 11� 11. 11 1 �N 1.1 If 4-11_
1t L'I'` 41115110 IJI [.JI RAN •-LN Il.ri q.M ti.to i.►I q�H U.It ! 1.N 11.M 1.M 11./ w` .�i...
M �N` '� . �f MO
"1 OA (7rrp&Qebo , inc. !a,
11$OAF CONSULTING ENGINEERS IN$4 L.''...... ••••LL`• •` r'M."•`"• '""•"•....c. •`°'•."'''•.new vrn-.'''''..'..... 1551(F CO IRI FUPT 91 1• RF T!!!,,-.IIT T 'IN 31 :Tv.' INC. '�2 PHF JSF B.
Please ensure that valves conform to all the requirements -
By: ASZ Date: 9/2412021 of S.P. 9-30.3, including being stamped with "NSF
APPROVED" and satisfying AWWA C509 and C515.
Engineer's Addition
MUELLER
f(I
2-12 INCH A-2362 RWGV FLXFL
•
•
ti
r..
.t
u r
4
♦
Catalog number:A-2362-6
SPECIFICATIONS:
• Flanged ends
• Sizes-2".2-1/2'3"4",6",8",10",12" f
• Meets or exceeds all applicable requirements of ANSI/AWWAC509 and C51S,Ul 262 Listed,FM 1120/1130 Approved,and certified to ANSI/NSF
61 and 372t
• Flanged end drilling complies with ASME/ANSI B16.1 dass 125 and 616.42 Bass 150
• Iron body with nominal 10 mils Pro-Guards Fusion Bonded Epoxy Coated interior and exterior surfaces
• Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 Standard.
• Iron wedge,symmetrical&fully encapsulated with molded rubber.no exposed iron
• Non-rising stem(NRS)
• Triple 0-ring seal stuffing box(2 above the thrust collar and 1 below)
J• 2"square wrench nut-open left or open right
• 350 psig(1725 kPa/17 barg)maximum working pressure,700 psig(3450 kPal35 bars)static test pressure
• ULListed,FM Approved:350 psig(1725 kPa/17 barg)
• Designed for potable water applications
Approved for boctllbw prevention dukes by USC(for 4"-10"stars)
OPTIONS:
• Position indicators
• Stainless steel stem:Type 304.Type 316
• 2"square wrench nut
• P/N 10/16 Drilling
• EPOM Disc and 0-rings
• low zinc,silicon bronze ASTM 1398-C66100/H02 stem
RESOURCES:
(httpsi/www.mueilercompany.com
/sites
/muellercompany.com
/files
/uploads
/media
/12661rwgvopermanrev-
• Operating Manual-2300 Series Resilient Wedge Gate Valves(Form 12661)2.pdf)
(https://www.muel lercomparw.com
/sites
/muellercompanycom
/files
/uploads
/media
/11624_mueferj roduct_tag•
• Installation Preparation Checklist(Form 11624)web.vdf)
(http-J/www.muellercompany.com
/sites
/muellercompanycom
/files
/Uploads
/media
• Drawing-4-12 inch A-2362-All End types(Form 7420)/7420_rev_0 web.pdf)
(http:l/www.muellercompany.com
/sites
/muel lercompanyom
/files
/uploads
/media
• Drawing-2-3 inch A-2362-All End Types(Form 7399)/7399_rev_a_web.pdf)
(https://www.muellercompany.00m
/sites
/mueilercompanyoom
/files
/uploads
/media
• Certificate of Compliance-2"-12-A-2362 Resilient Wedge Gate Valves/a2362_rwgv_coc_2-12.pdf)
(http://www.muellercomparrycom
/sites
/muellercompany.com
/files
/uploads
/media
/13814-
muellerco-
sugg-
specs-
2362-250psi-
full-
wall-
• Suggested Specifications-2•12"A-2362 Reslient Wedge Gate Valves rwgv_0.pdf)
r t
(https://wwwmuellercompany.com
/sites
/muellercompany.com
/files
/uploads
/media
/13209-
muellerco-
prod-
specs-
2362-
resilient-
wedge-
gate-
valves-
• Product Specifications-2"-12"A-2362 Res'lent Wedge Gate Valves 2,pdf)
FULL LINE CATALOG(HTTPS://lPAPER:IPAPERCMS:DK/Not UELLERCO/MUELLER-WATER-015TRI BUTTON-PRODUCTS-CATALOG/10-GATE-
VALVES/10-GATE-VALVES/?PAGE=38)
NEWSLETTER SIGN UP
SALESGSALES/I SUPPORT(ISUPPORTII COSMPANYLICDMPANY{} CONTALrGCCONTACE9 LEGAL tot EGAD, PRIVACY POLICY U?RIVACY-POLICYi in
Mai orto.LitIsandarkihryot Wool IOW ter Pruduct&Inc.ICa: cMfi'201-=to'reltertmLLC 7rado..a,h/Wnt!du/Tinian thttfrihrernunlogaturnA
BID ITEMS A48, B06, 607, B17, B18
P.D.Box 2727
Birmingham,AL 35202-2727
Telephone:I.-Soo-442-2347
Fax: 1-800-442-2348
E-mail:adipcs@american-usa.com
american-usa.com
DUCTILE IRON PIPE
THE RIGHT WAYAMERICAN Ductile Iron Pipe Product Submittal Package
Cover Pad•,Information
Generated By: Mark Horvill
Email: mark.horvilh@ferguson.com
Telephone: 2532810391
Project Name: Duvall Avenue.NE
Project Location: Renton,WA
This is to certitirmaterials furnished on this project VANIER/MY will comply with the ANSIAITMA Standards listed helmv. Some components
and other materials.including but not limited to various fittings,flanges,gaskets,fasteners,and bolts/nuts may he globally sourced and not of
domestic manufacture. ANSI/AWWAStandards are the latest revisions asafthisdate.
rips elan WWI tbiclmesemaybe bigber eauthe specified project z ememtsisaccoordanoswlthabate industr7practice.
Products Submitted in this Package Include:
1.Certificate of Compliance (pg,i)
2.Fastite Joint Pipe (pg. ) ANSI/AWWA C1501A2L5
3.Special Thickness Class (pg.u) ANSI/AWWAC.t5o/A2i.5
Printed 8/27/202i i:17:17 PM
41) American Cast Iron Pipe Company
Quality Assurance
PO Box 2727
AMERICAN Birmingham,Al 35202-2727
TM!WIT emir (205)325-7976
Certificate of Compliance
To whom it may concern,
This is to certify the pipe produced at this facility are manufactured (cast, lined, coated),
tested, inspected and approved in accordance with all applicable ANSI/AWWA
standards prior to shipment.
7
SUBMITTAL REVIEW
No Exceptions Taken
Make Corrections Noted
Amend & Resubmit
X Rejected-See Remarks
Ronald Hay( - • -
Manager of IMPORTANT NOTICE: This review
does not relieve contractor from his
responsibility to comply&conform
with the Plans. Specification, and
Contract Documents.
410)
CJnny 4 Osborne, Inc.
Please provide a Mfg. Cert. of Compliance that meets CONSULTING ENGINEERS
all requirements of WSDOT 1-06.3 and S.P. 9-30.1(1)
By: ABZ Date:9l2012021
Duvall Avenue NE Submittal Package Page t
;,. DUCTILE IRON PIPE
AMERICAN Fastite" Joint Pipe
For Water, Sewage or Other Liquids
-:
AMERICAN Fastite Joint Pipe in sizes plain end of the pipe is tapered or rounded to
4"-64" for water,sewage or other liquids has facilitate entry into the bell and self-centering
the proven long-life and high-strength quali- in the gasket.On pipe cut in the field.the plain
ties inherent in pipe produced centrifugally in end can be easily beveled and smoothed by the
accordance with AWWA C151. In addition, use of a portable grinding wheel or other suit-
this significant AMERICAN development, a able apparatus.Methods of cutting ductile iron
dependable, single gasket. push-on type joint pipe are described in Section 3.
meeting the requirements of AWWA C111,af- A stripe Is painted on the plain end of
fords the customer lower joint cost and time- AMERICAN Fastite Joint Pipe to provide a vi-
saving advantages in installation, It provides sual means of checking the joint alignment and
exceptional strength and flexibility and has to assure proper insertion. See page 2-10 for
been widely accepted by engineers,contractors detailed assembly instructions.
and utility officials since the 1950s. For added
flexibility during construction, and for possible Fastite Gasket
elimination of bends, a liberal 5° allowable The Fastite Joint sealing component—a
deflection is standard in all sizes through 30', molded synthetic rubber ring gasket of two
offering 21"offset in a 20'length of pipe.Lib- hardnesses, shaped to fit the configuration
eral deflection can also be provided in larger of the gasket socket—is manufactured per all
diameter pipe with standard and Special Fastite requirements of ANSI/AWWA C111/A21,11
Deflection Bells. and under AMERICAN's own rigid specifica-
The patented AMERICAN Fastite Joint tions, assuring closely controlled dimensional
embodies many advanced design features and and hardness properties.The smaller end of the
is rated for a water working pressure of 350 psi. gasket is of harder rubber. approximately 85
For specific conditions,ductile iron piping with durometer hardness, which provides a strong
this joint has been approved for much higher shoulder for self-centering on the gasket but-
pressure conditions.The socket,which is sden- tress,a permanent seal against cold flow, and
tifically designed with two gasket recesses and protection from deterioration. The larger end
a dividing buttress, is manufactured to dose of the gasket is of softer rubber,approximately
tolerances so that the gasket is self-centered, 65 durometer hardness, providing ease of as-
securely confined,and firmly compressed for a sembly and positive sealing.The design assures
permanent.tight,trouble-free joint.The Fastite effective sealing at low or high pressures and
joint seal, bubble-tight under vacuum and ex- in straight or deflected joint alignment It also
ternal pressure.becomes even tighter with the eliminates any concerns of infiltration or root
application of internal pressure due to a spe- intrusion, and assures positive sealing against
cially designed wedging surface in the socket negative pressure, thus preventing gasket
"pullout" should a vacuum be created in the
Fiestlte Joint Assembly line.
The bell opening is slightly tapered to pro- A taper on the inside of the gasket
vide easy entry of the pipe end:the flared sock- allows the entering pipe to locate and center on
et design permits liberal joint deflection. The the hard section and along with a coated and
2-6
Duvall Avenue NE Submittal Package Page 2
DUCTILE IRON PIPE A
lubricated spigot reduces friction loads during for use in hot or cold weather and will adhere to
subsequent assembly. The snug fit and the wet or dry pipe.AMERICAN Fastite Joint Pipe
hard section of the gasket,in conjunction with can be assembled when submerged.though for
the design of the buttress, act to restrain the such installation, special AMERICAN underwa-
gasket against dislodgment dunng assembly. ter pint lubricant is recommended. See Table
Additional internal pressure results in increased No.2-5 for appropriate lubricant quantities.
tightness of the seal when pipe is either in
straight alignment or deflected. Fastite Joint Materials
Gaskets made of SBR(Styrene Butadiene Standard joint materials include Fastite
Rubber)are standard.For information on gas- plain rubber gaskets and a sufficient supply of
kets made of special types of rubber, for ap- Fasbte joint lubricant. Fasbte pipes are most
plications involving air or liquid temperatures in often readily joined with available excavating
excess of 150°F, or for chemical, hydrocarbon equipment; however, assembly tools can be
or other special service applications, and for supplied by AMERICAN on a loan basis with a
installations in contaminated soils where per- nominal deposit which Is refundable upon re-
meation through gaskets might be a concern, turn of tools in good condition,
consult AMERICAN for recommendations, See
Table 2-1. Coating and Lining
AMERICAN Fastite Joint Pipe can be fur-
Fastfte Lubricant noshed asphaltic coated, cement lined, or with
AMERICAN Fastite Joint Lubricant is a special coating or lining where required. See
non-toxic water soluble material imparting net- Section 11.
they taste nor odor to the conveyed water and is
ANSI/NSF 61 approved.The lubricant is suitable Ductile Iron pipe shall have a double thick
cement mortar lining and a 1-mil thick seal coat
meeting the requirements of AWWA C104
Fastite Gaskets
fable No. 2-1
Common Name I Maximum Service
! Tempereturo^
or Trade Name" Chemical Name } Common Uses
_ . i Water i Sew Air —11 •1•11111011001111111, _--
PteRt R ir: Styrene Butadiene 150°F 150'F Fresh Water,Sall Water.
Copoyrnerf58Rl Sanitary Sewage
Flout Punter Styrene Butadiene 150°F 150°F Electrical continuity for thawing
?conductive) CopoymertSBRj of Service Water and Sewage
EPOM Ethylene Propylene 212°F 200°F Water,Sewage,Ketmee,
Diane Monomer Dilute Acids and Alkalis..
Vegetable Oil,Alcohols,Air
Neoprene PolychloroprenerCA1 200^F 180'F Fresh Water,Sewage
Nails AC1^Acnitrfe 150"F 150°F Non-Aromnetic Hydrocarbons,
Petroleum Oil.Hydra.iic Fluids,
Fuel OS,Fats,Oil Greeset
Fiuoroe4>storner FKM 212'F 300°F Aromatic hydrocarbons..Gasoline,
Fluorel Reined Patrolmen Products,most
\Acne"' Chen and Solvents,High Temp
At(Least permeable of at avertable
_Fastite gasket rubbers)
'AMERICAN reserves the nght to'furnish any Trade err Brand r,obcf fce the chemtar fonmaatic-n;purled.
••Trmprralurn i1 m reference to retweyrsl Hurl Lubricating od in air can adversely affect Silt and EPDM performance.
SIR.NMI,all Nacre*ant not tecarnmended for hot air exposure in wastewater treatment systems.
••*Vitoria is a registered trademark of DuPont Dun.Elastumrr.
Refer to Section 11 for temperature and service capabilities of ppe linings.
Refer higher temperatures or other special requirements to AMERICAN for rec,ornrnendaiuns rega•dnrg su,taoie gasket mrterr,u_
tThis gasket rubber is cheer tit=Main the non-potable water uses shown but is not as resistant to permeation in potable'
water applications as FKM.
Al Fastite gaskets made from the materials in the above table are salable for use with water containing normal concentrations of
chbrarrsne.Where increased resistance to chtoramne is desired.neoprene or ftuomelastaner materials should be considered.
2-7
Duvall Avenue NE Submittal Package Page 3
(I*
DUCTILE IRON PIPE
AMERICAN Fastite' Joint
for Ductile Iron Pipe
ANSI/AW WA C1 1 1/A21.1 1
Standard Dimensions
r.
0 LAYING LENGTH
I' A
Table No.2-2
A Dimensions n Inches
Size Nominal
In, LdvinSNLertOth Outside 0+ameter Depth at Socket BM 0,D.
4 20 4.60 3.31 6,40
e J 20 J 6.90 3.38 8.80
8 20 9.05 3.75 10.98
10 20 11 10 3 75 13.12
12 .20 13.20 3.75 1822 ,
14 20 15.30 5.23 17.61
16 20 17.40 5.23 19.74
18 20 19.50 5.50 2216
20 20 21.60 5.50 24.28
24 20 25.80 5.50 28.50
30 20 32 00 6,50 34.95
36 20 38.30 6.50 41.37
42 20 44.50 7.50 48.27
48 20 50.80 8.00 54.71
54 20 57.56 8.50 61.85
60 20 81.61 8.75 65.80
64 _ 20 65.67 9,00 70,04
'Oineesions scrttei:t to Change si our Tian.Check AMERICAN neoc8Ct Anensionsmoktared.
See Section 3 fcr additional iionnetion on ductile ran ppe.
See Seccbns 4 and 7 to ntormsncn on Fsscrte dtnE1s.
2-8
Duvall Avenue NE Submittal Package Page 4
DUCTILE IRON PIPE A
AMERICAN Fastite® Joint Pipe
Allowable Joint Deflection
Y j.
Table No.2-3
Maximum Recommended Defledicnt
Nominal Standard Bel Special Deflection Bea
Sae Laying
,-,. length Me pef n.046,,Nominalx� Root Cebet per Yd Reeks
finaleft.Gave Nanhen Qn..
4 20 21 5' 230 - - -
6 20 2 t 5' 230 - - -
8 20 21 5° 230 - - -
10 20 21 5" 230 - - -
12 20 230 - - -
14 20 z 1 230 - - -
t 6 20 2 5 230 - - -
18 20 21 5° 230 - - -
20 20 21 5° 230 - - -
___ 24 20 21 _ 5' 230 - _ -
30 20 21 5° 230 - - -
38 20 17 4° 285 21 5° 230
42 20 12 3' 380 21 5' 230
48 20 12 3° 380 17 4' 285
54 20 12 3° 380 17 4' 2135 ,
60 20 12 3' 380 17 4' 285
64 20 12 17 4` 285
`Atoroxkrete radius of curve produced by a suoctK ::, -,i i.r itns of Noe Poly defleced.
tSpectal DeAeenon Bells must be spea/eery ordered ono raj be marked with white ball tree for easy xdentl/eatlan.
For easiest assent*.the joints*toted be aseemblea with the ppe in reasonably straight aliprnere,After joint
assenbly.the pipe may be deflected up to the maxrnurn shown above.Offset cfratancee are based ort 2041 tengthe.
Maximum Allowable Separation
Table No,2-4 — \
Size SSeouiutron • t \\
in. in. 1 \
e
6 Virr \\
8 3r.
12 1'/e
14 1'1,c \
16 172
18 1°14
20 1'4. 20'Ty0"en1l'
ria
24 27. '" //
30 Vi,
36 2'4 —
42 2'l.
48 2V,
54 2'4 R=fadusct Crave IL
60 3'4
64 3`4 Y-Newton on Angle ideyese1
Rictusf Curve= Warhol Lamb Le rglh
c
Mammon Allowable Separation,'S',o Starxta d Bra trpe is 2 x Tangent 1Y-21
2rbielnarery equal to the meden Noe damefer 91 riches
tar=the;rr of tie deflation angb.Thais provided Pet
mfonnabon orty and should not be used to defaming precise
ant des ctbn.
2-9
Duvall Avenue NE Submittal Package Page 5
DUCTILE IRON PIPE
AMERICAN Fastite®Joint Pipe
Assembly Instructions
The AMERICAN Fastite Joint is a push- rrrent. Joints can then be safely deflected up
on type joint meeting all 0 rigorous require- to the extent shown in Table No.2-3. In de-
ments of AWWA C111. The ANSI/AWWA fleeted joints,the stripe will typically be visible
C600 Standard covers in detail the installation to some extent after assembly.
of ductile iron water mains,including assem- Easier assembly is effected if the pipe is
bly Instructions for push-on joint pipe. suspended an inch or so off the bottom of the
Field-cuffing of AMERICAN Ductile Iron trench during the jointing operation.
Pipe can be easily performed,thus eliminating The following instructions should be fol-
the necessity for factory-made special lengths lowed in order to properly assemble the joints
of Fastite pipe. The plain end of Fastite pipe and to fully realize the maximum speed and
cut in the field requires little or no preparation ease of assembly of the Fastite Joint:
for assembly into the socket of a mechanical 1.Clean socket and plain end thorough-
joint fitting.Where a cut pipe is to be assem- ly,removing mud,gravel,or any other matter
bled into a Fastite socket the required bevel- that might cause the front of the gasket to
ing or rounding of the plain end can be easily protrude into the path of the entering spigot.
accomplished by the use of a portable grind- 2. Insert gasket fully into the gasket re-
ing wheel or other suitable apparatus.Meth- cess of the socket, large end of the gasket
ods of cutting ductile iron pipe are described entering first. Gasket may be installed with
in Section 3. one or two V-shaped folds as shown(Photo
The AMERICAN Fastite Joint requires 1).After the gasket is in plate at the bottom,
only one joint component, the rubber gas- the top of the gasket is positioned fully into
ket•, which when properly installed, fits the gasket recess. Gaskets and lubricant to
snugly in the gasket recess in the bell socket be installed in very cold weather should be
A special lubricant supplied with the pipe is warmed first(as by storage in a heated equip-
applied to the plain end and the inside surface ment cab or pick-up, etc.) for optimum as-
of the gasket before assembly.The pipe end is sembly.
tapered or rounded to provide self-centering 3. Apply a thin film of regular AMERI-
of the plain end in the gasket and ease of as- CAN Fastite Joint Lubricant to the rounded or
sembly. A circumferential stripe on the plain tapered spigot end of the pipe,the immediate
end provides a visual Indication for checking outside pipe surface between the stripe and
the proper Insertion of the joint. The stripe, the nose of the pipe(Photo 2),and also to the
shown in the photographs illustrating assem- inside surface of the gasket. Special AMERI-
bly methods,passes fully into the bell when CAN Fastite Joint Lubricant intended spedfi-
the plain end is fully inserted into the socket catty for underwater or very wet installations
with the two lengths of pipe in straight align- can be supplied when requested.
•
.
" _
Photo 1 Photo 2
'Gaskets not used immediately shouki be stored in a cool location,OA of direct surlpht,
2-10
Duvall Avenue NE Submittal Package Page 6
•
DUCTILE IRON PIPE A
Caution: If a spigot end contacts the gasket surface For assurance of proper as-
ground or trench side after lubrication, any sembly, a thin automotive, blade-type feeler
adhering dirt or rocks should be cleaned off gauge can also be used if desired for quick
and the area re-lubricated prior to assembly. and easy probe confirmation of correctly in-
4. Insert the plain end in the socket. For stalled axial gasket position around the joint.
optimum assembly It is preferable that the 5. "backwards" Installation. AMERI-
entering pipe be in reasonably straight align- CAN does not recommend "backward lay-
ment; however, the Fastite Joint may be as- ing" (bells assembled over spigots. rather
sembled if necessary with the pipe deflected than spigots inserted into bells as pictured in
within its rated deflection.(Exception:If Fast- this literature) of large-diameter ductile iron
Grip gaskets are being used, straight align- pipe in buried installations. AMERICAN can
rnent oat be maintained.) Push the plain furnish bell and plain end fittings to minimize
end into the socket using any of the appli- the need for backward pipe laying.Other de-
cable assembly methods described hereinaf- vices such as sleeves and couplings may also
ter. If the joint cannot be assembled with a be employed for this reason.However, if this
moderate force, remove the pipe and check condition cannot be avoided, we strongly
for the cause of the difficulty, such as im- recommend that installers contact AMERI-
proper positioning of gasket, insufficient or CAN for instructions on how to reduce the
wrong type lubricant, dirt under or behind potential for problems that could occur when
the gasket, dirt adhering to the pipe, or any assembling pipe in this manner
other cause which would result in obstruction
or increased friction between pipe end and
AMERICAN Pipe Assembly Mechanisms
In general, Fastite founts or other Fas-
tite gasketed pipes may be readily pushed or
pulled together without the need for compli-
cated tools or substantial manpower. This is
most often accomplished with the procedures
discussed on page 2-14,In general,the pints
of AMERICAN push-on pipes are purposefully
"tight." and most joints require an assembly 1t(
force of about 100 to 200 pounds or more of
assembly force per inch of pipe diameter(i.e.
a 12" joint might require about 12 x 100 or
1,200 pounds of assembly force).3
In pulling operations. simply wrap a
sound wire rope choker cable or nylon sling assembly direction (Photo 3). Continue pull-
around the barrel of the entering pipe. Se- ing the cable in a smooth,continuous motion
cure the thimble eye or other end loop of the until the joint is in the fully assembled posi-
choker to a suitably anchored pulling device tion, If desired for special conditions,AMERI-
(e.g. backhoe, come-along, etc.). Use the CAN can furnish suitable,simple come-alongs
mechanism to pull the cable taut in the and choker cables for manpower assembly of
2-11
Duvall Avenue NE Submittal Package Page 7
f DUCTILE IRON PIPE
rope and chain tackle(Photo 5)to attach all
the rigging together to effect "double line-
assembly from the top of the pipe(Photo 6).
' The snatch block pulley and twin line rigging
approximately doubles the assembly force
�/1 0�1� from the strop_come-along,making possible
the assembly of up to
yr 64"full-length pipe
Figure 1 joints from the top of
most 4"-24"pipes(See Figure 1 and specify the pipe(Photo 7).
pipe sizes involved).
The joints may normally be disassembled " Fittings and Short
in a similar manner,reversing the direction of Pipes
the pull with the choker cable(Photo 4). It is Photo 6
also sometimes helpful to use rebating or wig-
gling deflection to aid in the disassembly of
push-on joint pipes, particularly when pipes
have been installed for some time prior to re-
moval.
30n-64"Pip!
Photo 7
---.' Push-on fitting or short pipe joint assembly is
basically the same as that of standard length
pipe,though special rigging may be necessary
to hold these short Items reasonably stable for
assembly.See also Push-On Fittings Assembly
Instructions in Section 4.
Field Rounding
Occasionally,field rounding of pipe ends
Photo 4 may be necessary to accomplish assembly,
Large pipes are most often readily particularly when large-diameter pipes are
pushed or puNed together with heavy exca- cut to be assembled into mechanical joints
vating/earthmoving equipment available on- or couplings. Need for rounding in assembly
site(see page 2-14).In cases where assembly of mechanical or stuffing-box-type joints can
of pipes by manpower is desired,AMERICAN be predetermined by a difficulty in sliding the
can provide special assembly tools and rigging gland or end ring over the end of the pipe.
which can be used for assembling most pipes Rounding may be accomplished in the fol-
of all sizes(Photo 5). These tools consist of a lowing manner using a mechanical jack and
heavy-duty roller chain hoist,a steel pipe-end shaped blocks. (Note: This procedure may
hook and snatch block, and associated wire also be used with the assemblies involving
push-on joint pipe,fittings,valves,etc.;how-
ever,rounding is less frequently necessary for
assembly of push-on joints.)
1714
Photo 5
2-12
Duvall Avenue NE Submittal Package Page 8
DUCTILE IRON PIPE A '
1. Measure/determine the minimum
(minor)diameter of the ends to be rounded. s.
2. Place the jack and the shaped blocks ,
in line with the minor diameter as shown in
the attached sketch using a sound 4"x4" I y„a':�
spacer timber cut square to the required
length to take up the space. °
3. Apply a load carefully with the jack
Qpjy until the "minimum diameter equals
the maximum diameter,' or until the &and
wifl easily slip over the end.No more jacking
should be attempted or necessary-DO NOT
ATTEMPT TO PERMANENTLY ROUND
END.
4. When no mechanical joint restraint
device is used, carefully relax and remove Note: Field rounding operations should be
the jack and timbers from the pipe after joint conducted without backfill on any part of
assembly. large-diameter pipes and prior to encasing
5. When using a mechanical pint restraint any part of pipe in concrete. If the inside of
device not manufactured by AMERICAN, the pipe cannot be accessed to remove jack-
contact the applicable manufacturer of the ing materials, pipe ends can alternatively be
te;balnt device regarding installation guidelines, rounded using external clamping means.
AMERICAN Fastite° Joint Lubricant
Requirement by Size of Pipe
Table No.2-5
Pipe Size Ap-`urox.Po.rvcls Approx.No.of
in. of Lulnc.tnt Jolnts per Pound
per.1ortt of Lubricant
" 6 045 22
®-An ,a-_, .06 17
` 'to - + - 17., .07 14
_'•* 12 .06 12
4 14 .09 I
1419110 16 11
18 .12
48 .50 2
54 .69 2
60 66
64 71
64"AMERICAN Fastite Joint pipe being
installed in a wastewater application.
2-13
Duvall Avenue NE Submittal Package Page 9
DUCTILE IRON PIPE
AMERICAN Fastite® Joint
Common Assembly Methods
In seeking ways to take even greater advantage of the cost-reducing features of the
Fastite Joint,utility contractors have developed other methods of assembling this joint
without special tools.The following methods are described for the information of the
user,who may elect to use them at his discretion,keeping in mind that these methods
may not be effective for all installations and under all field conditions.
CN
Spade or Crowbar Method
This is applicable to the smaller sizes
of AMERICAN Fastite Joint Pipe, and con-
sists of centering the lubricated end of the
entering pipe in the gasket and then push- i
ing against the bell face of the entering
pipe with a spade or crowbar driven into
the ground in front of the bell face. This s
method requires the trench bottom to be ^ - ..
fairly firm soil.The method may not be ef-
fective in a rocky trench or with a trench
that is soft, muddy or sandy. A wooden Spade or Crowbar Method
block between the bell face and the pry bar
may increase the leverage. Easier assembly
is effected if the pipe is suspended an inch
or so off the bottom of the trench.
Backhoe and Heavy Equipment
Methods t'
These methods are usually applicable
to the intermediate and larger sizes of111111111111
AMERICAN Fastite Joint Pipe where the
bar method might not be effective. It con-
sists of centering the end of the entering
pipe in the gasket as the pipe to be assem- .,'----N.1 f'
bled is suspended from the backhoe.Then
it can be pulled into the adjoining socket
with the pipe sling by moving the backhoe
arm toward the previously assembled pipe.
In other instances,the pipe may be assem- Z !�
bled by placing the backhoe or other earth i
mover bucket or blade against the bell face /,
of the entering pipe and pushing it into the
socket When pushing against the bell face,
care should be taken to avoid very small
contact areas and possible damage to the Backhoe and Heavy Equipment Methods
pipe bells or spigots. Wood cushions be-
tween the backhoe bucket and the pipe are
particularly effective in preventing damage.
2-14
Duvall Avenue NE Submittal Package Page to
ADUCTILE IRON PIPE
AMERICAN Ductilsilron Pipe
ANSI/AWWA C150/A21.50
and
ANSI/AWWA C151/A21.51
Nominal Wall Thicknesses for Special Thickness Classes
S .
•
Table No.3-12
Outside SPECIAL THICKNESS CLASSES-Wall Thickness m Inches•
Size Diameter
in. In.
30 31 52 53 54 55 56
4 ,..ao - 26 .29 .32 .35 .38 .41
61 6,90 .25 28 .31 i .34 .37 .40 .43
8 v 9.05 .27 .30 .33 .36 .39 .42 .45
10 11,10 .29 .32 .35 .38 .41 .44 .47
12 132R .81 .34 .37 .40 .43 .46 , .49
14 15.30 .33 .36 .30 .4 2 .45 .48 .51
16 17.40 .34 ,37 .40 ,43 .46 .49 .52
18 19.50 .35 .38 .41 .44 .47 .50 .53
20 21.60 .36 .39 .42 .45 .48 .51 .54
24 25.80 .36 .41 .44 ,47 .60 .53 .56
30 32.00 .39 .43 .47 .51 .55 .59 .83
36 38.30 .43 .48 .53 .58 .63 .68 .73
42 44,50 .47 .53 .59 .65 .71 .77 .83
48 50.80 .61 .58 .65 .72 ,79 .86 .93
54 57.56 .57 .86 .73 .fi' 1.06
Wee are Special lhhcknees Classes as awn In A1NWA C 150 and
8"> Teem
).4. E Nca furnish any in between SUBMITTAL REVIEW
maid prclecls.
Sp ecal classes are most appropriately used for soma treaded,g i i
design condlaons and they are generaly leas scrabble than standard pn No Exceptions Taken
For pressure rating and maximum depth of onuer o ab141ies d Spec
cepahiMlies can be estimated by a nparii9 metal thicknessarxl capebih Make Corrections Noted
3-I 1.or may be cslcuiated by using the design farrx'es shown in AWN Amend & Resubmit
_X Rejected-See Remarks
IMPORTANT NOTICE:This review
does not relieve contractor from his
responsibility to comply&conform
with the Plans. Specification. and
Contract Documents.
IVO
Ductile iron pipe shall have a double thick cement Grimy.6liE Osborne. inc.
mortar lining and a 1-mil thick seal coat meeting the CONSULTING ENGINEERS
requirements of AWWA C104 per S.P. 9-30.1(1). By: ABZJDRS Date:9/2e/21
Include updated Mfg. Cert. of Compliance. r
3-20
Duvall Avenue NE Submittal Package Page t i
BID ITEMSAK B06, B07, B08, B11, B12, B17,
O SIGMA MECHANICAL JOINT COMPACT FITTINGS
DUCTILE IRON CLASS 350 as per ANSI/AWWA C153/A21.53
3"-48" DUCTILE IRON MECHANICAL JOINT FITTINGS CLASS 350
BASIC SPECIFICATIONS
MATERIAL: Ductile Iron ASTM A536
PRESSURE 350 PSI Water Working Pressure(CLASS 350)3"-24": 250 PSI 30"-48"
TESTING: J In accordance with ANSI/AWWAC153/ A21.53& UL-FM requirement
LAYING LENGTH: Short body design-straight section of body deleted to provide a compact and lighter fitting without
reducing strength or flow characteristics, in accordance with ANSI/AWWA C 153/A21.53(3"-48")
CEMENT LINING JIn accordance with ANSI/AWWAC104/A21.4
COATING: Tar coated (bituminous)inside and out in accordance with ANSI/AWWA C104/A21.4
GASKETS: SBR In accordance with ANSI /AWWAC111 /A21.11
T-BOLTS: Low alloy corrosion resistant high strength steel in accordance with
ANSI/AWWA C111 /A21.11
APPROVALS: 3"-16" Underwriters Laboratories listed and Factory Mutual Approved.
STANDARDS: Certified to NSF 61 Standard
ANSI/AWWA C153/ A21.53 for Compact Ductile Iron Fittings 3"-24"for water and
other liquids.
Include Mfg. Cert. of Compliance.
T T.
• ( A I< 0.1
i G
B
MECHANICAL JOINT DETAILS SUBMITTAL REVIEW
7ETAILS
Size A B B.C. C D E T T x No Exceptions Taken
Make Corrections Noted
3 3.96 2.50 6.19 3/4 7.69 7.62 .62 .58 Amend&Resubmit 5.5
4 4.80 2.50 7.50 718 9.12 9.06 .75 .60 Rejected-See Remarks 5,5
> 6 6.90 2.50 9.50 7/8 11.12 11.06 .88 .63 5.5
8 9.05 2.50 11.75 7/8 13.37 13.31 1.00 .66 IMPORTANT NOTICE: This review 5.5
10 11.10 2.50 14.00 718 15.62 15.62 1.00 70 does not relieve contractor from his 5.5
-- 12 13.20 2.50 16.25 718 17.88 17.88 1.00 _73 responsibilityt0 Com I &conform 5.5
14 15.30 3.50 18.75 718 20.25 20.25 1.25 _79 comply8.0
>16 17.40 3.50 21.00 7/8 22.50 22.50 1.31 .85 with the Plans. Specification,and 8.0
18 19.50 3.50 23,25 718 24.83 24.75 1.38 1.00 Contract Documents. 8.0
20 21,60 3.50 25.50 718 27.00 27.00 1.44 1.02 8.0
24 25.80 3.50 30.00 7/8 31.50 31.50 1.56 1.02let) 8.0
30 32.00 4.00 36.88 1 1/8 39.12 39.12 2.00 1.54 8.0
36 38,30 4.00 43.75 1 1/8 46.00 46.00 2.00 1,70 Ciray Sr Osborr>te, Inc. 8.0
42 44.50 4.00 50.62 13/8 53.12 53.12 2.00 1.45 CONSULTINGENGiNEERS B.0
48 50.80 4.00 57.50 1 3/8 60.00 60.00 2.00 1.45 By: ABZ/DRS pate:9/28J2021 8.0
Weights in pounds
Dimensions in inches
All Weights shown without accessories
,
•
BID ITEMS B06, B07, B08, B11,
B12, 815, B16, B17, 618, 821 E SIGMA Twu
Quality — Service —Commitment— Delivered.
ONE-LOK1' Series SLDE for Ductile Iron Pipe
flj ....t,;0141
kii
l� I 1. ili 9 f��c..•+•
'1% — — — /iA - -, fit
v.J ,-
Niou�pews - f �� w isr _
Features &Advantages:
1) The SIGMA ONE-LOK Series SLDE is a mechanical joint restraining gland that
'■ implements a series of individually activated wedges into the mechanical joint follower
gland.When the wedge segment is engaged by the actuating bolt,the primary contact
T'�`� edges of each wedge segment lock onto the pipe wall.This action causes the primary
..41 ' _) contact edges to grip the pipe and effectively restrain all classifications of ductile iron
ONE-lemcs unique cam action saves ITns restraining*edges pipe.
to lock"wooing the pipe wait more securely as Mist force
2) ONE-LOK SLDE's precision contoured wedges provide proper contact and support
increases.
of the ductile iron pipe wall.Each wedge is manufactured with an elongated contour that
rrri evenly matches the outside circumference of each nominal diameter of ductile iron pipe.
This elongated contour also eliminates the concern of damage to both the pipe wall and
— the interior cement mortar liningcaused bypoint loading, even on the thinner pressure
classes of ductile iron pipe.
3) ONE-LOK SLDE's wedge actuating bolt provides the installer with a visual torque
indicator. The breakaway top ensures proper engagement of the wedge segment at the
oNE10K's rim action ago accommodates dtteechon of thetime of installation. Unlike other actuating bolts, the ONE-LOK SLDE is manufactured
pint during ateearenon and aeao allows for 9ubeldence,seam a proprietary quality control system that ensures the breakaway tops will activate
at the correct torque. The breakaway top is sized to match the same dimensions of
or other forces offer InalYaaon,up lo M mexim,M»allowed
aaneclon the bolts and nuts used to assemble the mechanical joint fitting and follower gland,
eliminating the need for special installation tools. Once engaged, the actuating bolt
leaves a residual hex-head shank, allowing post-installation disassembly of the
restrained joint.if necessary.
Deflection Chart
4)ONE-LOK SLDE's unique wedge segment and actuating bolt design allows the two
Nominal Size Item# Deflection components to interface using a cam action principle, allowing the wedge segments
3-12" SLDE3-SLDE12 5 deg to rock and increase their grip on the pipe wall as thrust on the assembled joint
14-16" SLDE14-SLDE16 2 deg increases. This also allows improved resistance to subsidence, seismic forces, and
18-30" SLDE 1 B-St.DE30 1 5 deg other movement within the maximum deflection limitations of the mechanical joint under
36-64" SLDE36-SLDE64 1 deg applicable AWWA standards.
SIGMA Corporation 1 700 Goldman Drive 800 999 2550 p www.sigmaco.com
Cream Ridge, NJ 08514 1 609 758 1163 f
1 crrn-sales@sigmaco.com
ONE-LOKrht Series SLDE for Ductile Iron Pipe
Sample Specification:
Restraint for standard mechanical joint fittings shall be incorporated in the design of the follower gland and shall utilize multiple
wedge segments that act against the pipe, Increasing their resistance as the line pressure increases. The assembled joint
shall maintain the maximum flexibility and deflection of all nominal pipe sizes after burial.Restraining gland,wedge segments,
and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536,Grade
65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible
with standardized mechanical joints conforming to the requirements AWWA C111IANSI A21.11 and AWWA C153/ANSI 21.53
through 24" (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure
proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable
by the specifier and positively assures precise and consistent operating torque of the breakaway top. The mechanical joint
restraining devices shall have a working pressure rating of 350psi (for sizes 3-16') and 250 psi(for sizes 18-64')minimum
and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes. Restraining
device shall be SIGMA ONE-LOKTM or approved equal.
Materials:
• Gland body, brackets.wedge segments&actuating bolts: ASTM A536 65-45-12 ductile iron.
• Wedge segments are heat treated to a minimum hardness of 370BHN
• T-head bolts&nuts: High strength,low alloy steel meeting AWWA/ANSI C1111A21.11 with minimum 65,000psi tensile
strength and 45,000psi yield strength. ,
r o-
Al /a IOW • , fi--
T
r' - ''.-If iu
. A A
t I'• h
la..._.. ,-11.
1!1.s. c,1 ."'The,C l'-,
Dimensions in Inches, Weights in Pounds
Nom Di Steel Dimensions Bolts and Inserts Pressure T-b01ts Gasket
Pipc it,rm 4 Wit Pipe Pipe Rat 1,
Sze OD OD C t- 0 T P• d .1 K2 No Size Torque d Nu Sipe: Torque No Item a
3 SL_-3 5S: 3.96 --- ,c. .: I= 1.58 0.55 9.40 0.750 619 7tip 2 ,5-9:: -
4 SLOE4 8.50 480 4.60 5.92 5.00 1,58 0.55 1024 0.875 7 50 9.12 2 715 75.90 350 4 , . 75.90 1 MG.4
-6 SLOES 10.00 8 90 6.525 8 02 7.10 1.58 0.50 12 34 0 875 9 50 11 12 3 7,11 75-90 350 6 . '5.90 1 MG-8
SLOES 14.50 9.05 6.825 10.17 9.25 1.83. 0.75 14-32 0175 11.75 1337 4 78 75 90 350 6 ,• 1. 75-90 1 MG-8
10 040770 2300 1110 14'S 12 2:1 1130 114 085 1854 0875 14.00 1562 0-90 351 8 1',• 1 I.1G-1is
---f>12 SLDE12 29.00 13.20 12.75 14.32 1140 1.58 0.85 1810 0.875 18.25 17.88 8 715 75:-90 350 8 '�.•1-. 75-90 1 MG-12
14 O..ur•+ 7411y: u,;.m -- 16441 u;x, 1:,8 '1<111 7•,n o3171, 18.75 20z4 1C 78 'a-90 356 I0 ., ..,-t113 1 NG-:4
--)9 S1.13E16 49.67 17.40 - 18.50 1254 1.77 1.21 23-74 0.875 21.00 22 SUBMITTAL REVIEW 75-90 1 MG-16
18 05.0E'8 60.33 19.50 -- 20.6e 19.64 1.77 1.25 25 84 0.875 23.25 24 75-90 1 1.10 18
20 SLDE20 69.00 21.60 ._ 22.70 21.74 1.67 1.25 2794 0875 25.50 27 X No Exceptions Taken 75.90 1 MG20
24 S4 0E24 103137 25 1k1 .-- 26.88 ?5 96 1 92 1 47 3:•4 0 875 30.00 31 Make Corrections Noted 75-90 1 Me•24
36 330530 181187 32.00 -- 33.29 3217 2.13 1.65 319.30 1.125 36.88 39 Amend&Resubmit 100.120 1 MG3-30
36 51.0E36 23450 38.30 -- 3959 3847 319 175 44;:17 1125 4375 48 Rejected-See Remarks ,;4-•''20 1 MGS-38
42 51DE42 344.00 44.50 - 45.79 44.67 3.56 2.25 5325 1.36 50.62 53 IMPORTANT NOTICE:This review 120-150 1 Mc8-42
43 54DE48 456.00 5003 -- 52.09 50 97 3.61 2.25 59 56 1.11 I 57.5 60 does not relieve contractor from his I 120.150 I 1 h1G5-48
54 SLOES+ 1045.00 57.58 _ 56.45 57,73 6.00 4.50 70.4a 1.375 8320 67 responsibility to comply&conform 120.150 1 MG5-54
60 SLI3E60 11313.00 61.61 __ .32.90 61 78 6.00 4.50 74 52 1.375 67.72 72 with the Plans, Specification,and 120-150 1 MIGS-60
64 SLOc-64 125800 6567 11650 6584 600 4.50 7468 1375 71.66 76 Contract Documents. 120-155 1 6408-64
fti)ONE-LOK SLOE was previously referrer to as model SLD •Prop • 'ca;o;nt gasket
P- Dim shows OD after head is broken/removed. Size (itt"ay Osborne. Inc.
Size CONSULTING ENGINEERS
Sizes 3"-12"is approved for thinnest Bass of DI pipe. Size
Size By: DRS Date: 10119/21
(11) IC> Size Pe
Sizes 54 60'and 64"are pressure rated al 250 psi on DI Pipe
LISTED APPROVED Sizes 4"-12"are FM approved for 175 psi on DI pipe.
2 1 SIGMA Corporation ,.ssw.stgmacc.com Provide Mfg. Cert. of Compliance.
SIGMATI
Quality — Service —Commitment— Delivered.
One Lok SLDE Wedge Action Restraint
1. Clean the fitting socket&pipe end.
Lubricate mechanical joint gasket&
pipe end with soapy water or approved
lubricant meeting AWWA C111/A21.11. EASE-ON
Priv JOINT
(A transition gasket is required if using on iareRrc,uvr
steel OD pipe)
2, Insert the One Lok SLDE Wedge
Restraint on the pipe with the lip extension
facing the pipe end followed by the gasket,
tapered side toward end of the pipe,
3. Insert the gasket along with the pipe
into the fitting socket and seat the gasket
firmly and evenly into the gasket cavity,
keeping the joint straight.
4 Push the One-Lok gland toward the
fitting and center it around the pipe with
the lip evenly against the gasket.
1111
3 I SIGMA Corporation www.sigmaco.com December 2018 SIGMA Corporation
ONE-LOKTM Series SLDE for Ductile Iron Pi • e
Installation Instructions for Wedge Action Restraint with PVC Pipe
& Mechanical Joint Fitting (Continued)
5. Insert the T-bolts with the T-head on the
fitting side and nut on the restraint side.
and hand tighten the nuts. Make the joint
deflection as required keeping the wedge
restraint centered on the pipe before
torquing the T-Bolts.
6. Tighten the nuts in an alternate method
(STAR PATTERN)to the recommended
torque of 45-60 ft-lbs for 3", 75-90 ft-lbs for
4"-24",100-120 ft-lbs for 30",36",
120- 150 ft-lbs for 42",48", 54",60" &64" L _
sizes, use of a torque indicating wrench is recommended to confirm the applied n(,•47:::::::•-tter;71:
torque. .e
7. Hand tighten each actuating bolt in a
clockwise direction until contact is made
between each wedge insert and the pipe
OD. Continue tightening the actuating
bolts in an alternate method (STAR • .+ �,
PATTERN) until all the break-off tops have • ••
been removed. Never tighten actuating '#
bolt more than 180 degrees before moving * �,
to the next bolt, •.
Recommended Torque for actuating bolt-
75-90 ft-lbs for 3--24". 115 - 125 ft-lbs
for 30",36",42",48",400+/- 5 ft-lbs for
54",60",64"
SIGMA SEAL GASKET(MGS)is recommended for One-Lok sizes 30',36",42",48",54-,60",64"
4 l SIGMA Corporation www.sigmaco.com
Qualified Product List https:!`www.wsdot.wa.gov+bizimats/QPL/QPLPrint.cfm?Product_no=20...
Engineer's addition
(product review supporting documentation)
Washington State
- October 19.2021
Qualified Product List
Contractor Product Information
Contractor: Contract No: ^ J
Sub Contractor: Date:
Bid Item:
Manufacturer: Sigma Corporation - Auburn, WA
Product Name: ONE-LOK SLDE Restraint
Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches)
Product Description : Restraint for ductile iron pipe; 3-inch to 16-inch
Product Restriction :
Acceptance Code : 3102
Code Description : Visually verify the product delivered to the job site is the product that was
originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy
America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor.
Note 'Restrictions' when present.
Last Updated : Jan 3, 2019
To be completed by the field inspector:
Quantity: Verified By: Date:
1 of 1 10119/2021, 11:18 AM
STAR'PIPE PRODUCTS Joint Res' girt Submittal Form
Slir
BID ITEMS B06, B07, B08, B11,
B12. Ei15, B16, 817, 818, B21Stargrip series 3000
Mechanical Joint Wedge Action Restraint
for Ductile Iron Pipe
SUBMITTAL INFORMATION
PROJECT NAME: DUVALL AVENUE NE MM
* ENGINEER: i PARAMETRIX i
CONTRACTOR: (REED TRUCKING & EXCAVATING ' .- ,�
w * 01
SPEC. SECTION: I
SrarGrip•series 3000 rar Ouchle iron sir i
114) (141111)) 17>
11\\
APPROVED Aw w,a
FEATURES&ADVANTAGES
• The Wedge Assembly is designed with a Break-Off Torque Control Nut that will only breok off in one direction ensuring proper
instalotian.
• The Stargrip"offers a full 5°deflection through 17'size,3°on 14"-24",7'on 3CP-36-and I'on 42'-4 '.
• Minimum safety factor of 2:1
• Stargrip"sizes 3"-36"are listed with Underwriters Laboratories Inc.and sizes 3"-I T are approved by factory Mutual Research.
• The Wedge Assembly is designed to fit specific pipe sizes and is field repairable.
• No special tools are required for installation of the Stargrip".
• Stargrip"eliminates tie rods and thrust blocks.
• Storgrip49 may also be used on minimum SCM 40 steel pipe'up to 12'I-iransltion gasket required on 1T and under;..Far 14" ri iii:111114—
and large{steel applications,contact Star Pipe.
II:44
MATERIAL SPECIFICATIONS:
• Gland:Duc-Ic Iron per ASTM A536,Grade 65-45-12 011114
• Wedges:Ductfle Iron per ASTM A536.Grade 65-45-12 heat treated to a minimum of 370 BHN
• Wedge Finish: Thermally cured fluaropolymer epoxy coating
GLAND FINISH OPTIONS (Please check one): HARDWARE OPTIONS (Please check one): I:44
ID Standard:alkyd enamel ccat:rg ❑ Standard:T-bolts ore high strength low alas steel
manufactured in accordance with ANSI/AW WA
Optional:Starbondm'TGIC polyester powder coating C I i 1/A21.11.00
apprled by an electrostatic spray process
El Optional:T-bolts and nuts alloy SS 304 per ASTM F593
❑ Optional:Other(specify)
❑ Optional:T-bolts and nuts alloy S5 316 per ASTM F593
El Optional:T-bolts and nuts Fluoropolymer Star-Blue
COUNTRY OF ORIGIN OPTION(Please check one): coated high strength low alloy steel manufactured
ve E in accordance with ANSI/AWWA C1 11/A21.11-00
ImportEINIIII
Cidiri)
Domestic-MS Compliant
REV.21 or
A. A RE['KIERED VRACEMARK OF STARPfPE PROOiiCtS
S1AR PPE PROOUC1S
pOustO' CORPORAiRI rou.C /1400-999-x0-rIPA(181-55-xe
TOVRh•InknM ws wslvup•rra]u_'s.corn
Page 1
STAR' PIPE PRODUCTS Joint Restraint Subrnittol Farm
Stargrip'seres 3000
1 Mechanical Joint Wedge Action Restraint
for Ductile Iron Pipe
TECHNICAL INFORMATION
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STARGRIP"3000 SPECIFICATIONS'
r .
F W?NUTS APPROX
Please NOM PRESSURE A d C D E f TWISTED C, .
check sizes: SIZE RATING OFF WEDGES T-BOLTS (IBS)
SP;11
❑ 3 35u 4.84 2.40 4.06 6.19 3/4 9.85 8.78 8.13 NO.OF NO OF 2 t r,
❑ 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 8
6#4424
350 $.0� 2.40 7.00 9.50 '/$ 13.06 1 72 12 3 6
Q 111 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17
E 10 350 12.22 2.51 11.20 14.00 7i0 I'25 58e 562 6 6
411111eN ❑✓ 12 C 14 350 14.32 251 13.30 1625 7/8 19.50 17.98 17.88 8 8 34
350 16.40 2.91 15.44 18.75 778 2'.25 20 12 20.90 1C,
10 49
C 16 350 18.50 2.91 17,54 21.00 7/8 23.34 22.22 23.00 12 12 56
Ei 18 250 20.60 2.91 19.64 23.25 7; SUBMITTAL REVIEW
❑ 20 250 22.70 2.67 21.74 25.50 7/ 75
I:LI ri X No Exceptions Taken
24 250 26.90 3.50 25.94 3G.YJ It Make Corrections Noted
30 250 33.29 3.49 32.17 36,88 I-i Amend 8!Resubmit I gg
ii
Rejected-See Remarks .'l
36 250 39,59 3,49 38,47 43.75 1-1 232
IMPORTANT NOTICE: This review
CI
J 42 250 45.79 5.15 44.75 50.62 1-3 does not relieve contractor from his
48 250 52.09 5.15 51.05 57.50 1-3 responsibility to comply&conform 488
A11 Jiareae,rurr in tmhrs ewer where indicated
with the Plans, Specification. and
Notes: Contract Documents.
• Stargrips•must he adequately wrapped or protected if they are covered by cnn t kct.
Esimai
• For applications exceeding the maximum pressure ratings listed,please contaa uaryrip'1.
• For applications with vertical offsets please contact Star Pipe Products tee G My lir Osborne. Inc.
gE CONSULTING ENGEA3
• For applications on existing pipe.the pipe needs to be structurally sound and products in
Cop)
wrier for the wedges to function properlyPlease contact Stag Pipe Products i By DRS Date:10M 9/21
• Sizes 42"&dtt"require extra long i'/."X R fly"T-iMlto.
•F 7;n•
If REC'.iSTEREO IRADE,AARK Of$1AR Pep PQC]OUCTS
SUP'PPE PPODUf.IIS Provide Mfg. Cert. of Compliance.
....X.....,!SQLL tREE I-103-99P-MIMX281-399AO7D
wr w.ricrppPp'W- .com 11JVAlviaWW
Page 2
Qualified Product List https:/fwww.wsdot.wa.gov?biz'mats'QPL,'QPLPrint.cfm?Product_no=20...
Engineer's addition
(product review supporting documentation)
Washington State
-- October 19,2021
Qualified Product List
Contractor Product Information
Contractor: Contract No:
Sub Contractor: Date:
Bid Item:
Manufacturer: Star Pipe Products - Houston, TX
Product Name: Stargrip Series 3000
Standard Spec : 9-30.2(6), Pipe - Water Distribution - Restrained Joints (to 16-inches)
Product Description : Ductile iron pipe: Mechanical joint restraint; 3 to 16 inch
Product Restriction :
Acceptance Code : 3102
Code Description : Visually verify the product delivered to the job site is the product that was
originally submitted by the Contractor and approved from the QPL. If the Contract contains a Buy
America clause, the PEO is responsible for acquiring a Certificate of Material Origin from the Contractor.
Note 'Restrictions' when present.
Last Updated : Sep 13, 2010
To be completed by the field inspector:
Quantity: Verified By: Date:
I of I 10/19/2021, I I:54 AM