HomeMy WebLinkAboutWTR2703214_3Tv r-N i , h a 5 60 rr. CLp tJ
CITY OF RENTON TRACKING NO. 2_1
Transmittal of Shop Drawing or Submittal
For.
Hazen Reservoir
CONTRACTOR: T BAILEY INC.
RH2 Job No.: REN 105.049
Item covered by this submittal: Concrete
Refer to the following attachment(s) for a detailed description of the item.
Applicable specification section(s): 3.21
❑ First Submittal OR ® Resubmittal No. 1
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
® Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ 1 ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
Contractor Comments:
Date Returned to Subcontractor/Supplier:
Deviations Specifically- Noted:
12/ 18/2007 11:11 ANI J:\Data\REN\105-049\SDC\Submittals\Submittal 002.1 - Concrete.doc
Date Received by RH2 Engineering: 11/27/07 Date Returned to Contractor: 12/18/07
Engineer's Comments:
The submitted mix is acceptable. However, please note that due to the high heat of the mix and the depth of the
concrete, the Contractor shall adhere to the following precautions per ACI recommendations:
• Do not place concrete when the average air temperature is above 60 degrees Fahrenheit
Do not water cure slab
Apply curing compound following placement and cover entire slab with insulating blankets.
Contractor shall monitor the concrete temperature each day and keep insulating blankets on until the
average air temperature is within 35 degrees Fahrenheit of the concrete temperature. Please note that
this may require the blankets to be left in place for several days.
❑ Reviewed ❑ Revise and Resubmit
❑ Rejected ® Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
RH2 ENGINEERING, INC.
Date:12/18/07 By: Jon Conner
12/18/2007 11.•I1 AIM i:\Data\REN\105-049\SDC\Submittals\Submittal002.1 - Concrete.doc
Submittal #02.1
Hazen Reservoir
Renton, WA - Job #878
RH2 Engineering, Inc.
City of Renton
Project #- WTR-27-3214
3.5 A Foundation Concrete Mix Design
NOTE: Mix 6158 replaces previously submitted mix #460175
General Contractor:
T BAILEY, INC.
12441 Bartholomew, Rd.
Anacortes, WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Supplier:
Stoneway Concrete
1915 Maple Valley Hwy
Renton, WA 98055
Voice 425-226-1000
Fax 425-226-4924
It is hereby certified that this equipment/material is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional
suitability.
T BAILEY, INC. By Date 11/27/07
fit►
� Washington State
VI/ Department of Transportation
Concrete Mix Design
Contractor
Submitted By Date
T Bailey Inc Bonnie 1 11/20/2007
Concrete Supplier Plant Location
Stoneway Concrete I Seattle (11), Glacier (292, 291)
Contract Number Contract Name
Hazen Reservoir ,City of Renton
This mix is to be used in the following Bid Item No(s):
Concrete Class: (check one only) a a d
❑ 3000 04000 ❑ 4000D ❑ 4000P ❑ 400OW ❑ Concrete Overlay ❑ Cement Concrete Pavement
❑ Other
Mix Design No. 6158
Cementitious
Materials
Source
Type or Class
Sp. Gr.
Lbslcy
Cement
AshGrove Cement Co, Seattle WA
1-II
3.15
575
Fly Ash a
ENX, Alberta Canada
F
2.20
135
Microsilica
Latex
Slag
Concrete
Admixtures
Manufacturer
Product
Type
Est. Range
(oz/cy)
Air Entrainment
W R Grace, Kent Wa
Daravair 1000
ASTM C 260
0.1 - 15.0
Water Reducer
W R Grace, Kent Wa
WRDA 64
ASTM C 260
0.1 - 30
High -Range Water Reducer
W R Grace, Kent WA
Adva 170
ASTMC 260
0.1 - 30.0
Set Retarder
Other
Water (Maximum) 260
Water Cementitious Ratio (Maximum)
(Ibslcy)
0.36
Reclaimed/Recycled Watery (Maximum) 0 -260 (Ibslcy)
Design Performance
1
2
3
4
5
Average
28 Day Compressive
Strength (cylinders) psi
6,160
6,340
6,800
6,250
6,510
6,410
14 Day Flexural
Strength (beams) psi
Reviewed By.
PE Signature
DOT Form 350-040 EF
Revised 512003
Date
Distribution: Original- Contractor
Copies To - State Materials Lab -General Materials Eng. ; Regional Materials Lab; Project Inspector
Combined Gradation Chart
Concrete
Component
Component
Component
Component
Component
Combined
Aggregates
1
2
3
4
5
Gradation
WSDOT Pit No.
B 335
B 335
13 335
B 335
ASR Mitigation
Required? b
❑ Yes ® No
❑ Yes 10 No
❑ Yes ® No
❑ Yes ® No
❑ Yes ❑ No
Grading c
AASHTO 57
Class 1
AASHTO 4
AASHTO 8
Percent of Total
24
40
30
6
100%
Aggregate
Specific Gravity
2.67
2.63
2.67
2.67
712
1168
890
183
Lbs/cy (ssd)
Percent Passing
2 inch
100
100
100
100
100
1-1 /2 inch
100
100
95.0
100
98.50
1 inch
100
100
26.1
I00
77.93
3/4 inch
96.1
100
1.9
100
69.63
112 inch
57.1
100
1.0
100
60.0
3/8 inch
17.8
100
1.0
89.0
49.61
2.6
97.3
1.0
14.1
40.39
No.4
No.8
2.0
75.1
1.0
3.2
30.71
No.16
0.7
53.9
1.0
1.9
21.67
No.30
0.7
33.4
1.0
0.9
13.41
No.50
0.7
15.6
1.0
0.9
6.24
No. 100
0.7
6.2
1.0
0.9
2.49
0.6
1.9
0.6
0.3
1.10
No.200
Aggregate Correction Factor 0.10 Fineness Modulus: (Required for Class 2 Sand)
Notes:
a Required for Class 4000D and 4000P mixes.
b If Alkali Silica Reactivity Mitigation is required per WSDOT ASA Database -Attach evidence that mitigating measure controls
expansion in the form of ASTM C 1260 / AASHTO T303, ASTM C 1293, or ASTM C 295 test results
c AASHTO No. 467, 57, 67, 7, 8; WSDOT Class 1, Class 2; or combined gradation. See Standard
Specification 9-03.1
d Required for Cement Concrete Pavements
e Attach test results indicating conformance to Standard Specification 9-25.1
DOT Forth 350-040 EF
Revised 5/2003
Blended Combined Aggregate Worksheet
BLEND REQUIRED-%
1-1/2" X 3/4" 314" X 1/2" 1/2" X 3/8" 3/8" X #4 Bldg -send Pavg-sand
30 24 0 6 0 40 F 100
ACCUMULATED PERCENT PASSING Blended Medal
SIEVE SIZE 1-112" X 3/4" 314" X 1/2" 1/2" X 318" 3/8" X #4 Blda-sand 'ava-san Aaweciates Specification
us rnm
1-1/2" 37.500
95.00
100.00
100.00
100.00
100.00
100,00
98.50 0/6
95 -100
1.0" 25.000
26.10
100.00
100.00
100.00
100.00
100.00
77.83 %
90 -100
3/4" 19,000
1.90
96.10
100.00
100.00
100.00
100,00
69.63 %
80 - 95
1/2" 12.500
1.00
57.10
100.00
100,00
100.00
100.00
60.00 %
65 - 85
3/8" 9.500
1.00
17.80
100.00
89.00
100.00
100.00
49.61 %
55 - 75
#4 4.750
1.00
2.60
100.00
14.10
100.00
97.30
40.39 %
40 - 60
#8 2.360
1.00
2.00
100.00
3.20
100.00
75.10
30.71 %
25 - 45
#16 1.180
1.00
0.70
100.00
1.90
100.00
53.90
21.67 %
17 - 30
#30 0.600
1.00
0.70
100.00
0.90
100.00
33.40
13.41 %
7 - 20
#50 0.300
1.00
0.70
100.00
0.90
100.00
15.60
6.24 %
3 - 10
#100 0,150
0.70
0.70
100.00
0.901
100.00
6,20
2.48 %
0-5
#200 0.075
0.60
0.60
100,00
0.30
100.00
.90
1.90;
1.10 %
0-3
(FM) 9.69 7.22 0.00 5.89 0.00 3.19 6.30
Felix0.45 A Technical Service ofMasierBulldors, Inc. 11/2012007
� Washington State
v!/ Department of Transportation
Concrete Mix Design
Contractor Submitted By Date
T Bailey Inc Bonnie 11/20/2007
Concrete Supplier Plant Location
Stoneway Concrete I Houser (14), Tukwila (12)
Contract Number Contract Name
Hazen Reservoir ,City of Renton
This mix is to be used in the following Bid Item No(s):
Concrete Class: (check one only) a a d
❑ 3000 H 4000 ❑ 4000D ❑ 4000P ❑ 4000W ❑ Concrete Overlay ❑ Cement Concrete Pavement
❑ Other
Rl • ,.o,•. . ITITZ-1511M IM11 111 . mr.n. IMMM-0111101 F.WWWO u ,e , ,
Mix Design No. 6158
Cementitious
Materials
Source
Type or Class
Sp. Gr.
Lbs/cy
Cement
AshGrove Cement Co, Seattle WA
I -II
3.15
575
Fly Ash a
ENX, Alberta Canada
F
2.20
135
Microsilica
Latex
Slag
Concrete
Admixtures
Manufacturer
Product
Type
last. Range
(oz/cy)
Air Entrainment
W R Grace, Kent Wa
Daravair 1000
ASTM C 260
0.1 - 15.0
Water Reducer
W R Grace, Kent Wa
WRDA 64
ASTM C 260
0.1 - 30
High -Range Water Reducer
W R Grace, Kent WA
Adva 170
ASTMC 260
0.1 - 30.0
Set Retarder
Other
e
Water (Maximum) 260 (lbs/cy) Reclaimed/Recycled Water (Maximum) 0 - 260 (lbs/cy)
Water Cementitious Ratio (Maximum) 0.36
Design Performance
1
2
3
4
5
Average
28 Day Compressive
Strength (cylinders) psi
6,400
6,440
6,150
6,270
6,180
6,290
14 Day Flexural
Strength (beams) psi
Reviewed By:
DOT Form 350-040 EF
Revised 5f2003
PE Signature
Date
Distribution: Original - Contractor
Copies To - Stale Materials Lab -General Materials Eng. ; Regional Materials Lab; Project Inspector
Combined Gradation Chart
Concrete
Component
Component
Component
Component
Component
Combined
Aggregates
1
2
3
4
5
Gradation
WSDOT Pit No.
A 464
A 464
A 464
A 464
ASIR Mitigation
Required?
Required?
❑ Yes ® No
❑ ® No
Yes No
0 ®
❑ Yes ® No
El Yes No
AASHT0 57
Class 1
AASHTO 4
AASHT0 8
Grading c
Percent of Total
24
40
30
6
100%
Aggregate
2.69
2.60
2.69
2.69
Specific Gravity
717
1146
897
184
Lbs/cy (ssd)
Percent Passina
2inch
100
100
100
100
100
1-112Inch
100
100
94.5
100
98.35
100
100
26.7
100
78.01
1 inch
98.9
100
2.1
100
70.37
3/4 inch
54.7
100
1.0
100
59.43
1/2 inch
15.1
100
1.0
88.2
48.92
3/8 inch
3.9
96.8
1.0
14.9
40.55
No.4
1.8
75.7
1.0
3.8
30.94
No.8
0.6
53.1
1.0
1.7
21.34
No.16
0.6
34.4
1.0
1.1
13.83
No.30
0.6
16.5
1.0
0.8
6.60
No.50
0.6
5.8
1.0
0.8
2.32
No. 100
0.2
2.1
0.6
0.2
0.99
No.200
Aggregate Correction Factor 0.10 Fineness Modulus: (Required for Class 2 Sand)
Notes:
a Required for Class 4000D and 4000P mixes.
b If Alkali Silica Reactivity Mitigation is required per WSDOT ASA Database -Attach evidence that mitigating measure controls
expansion In the form of ASTM C 1260 / AASHTO T303, ASTM C 1293, or ASTM C 295 test results
e AASHTO No. 467, 57, 67, 7, 8; WSDOT Class 1, Class 2; or combined gradation. See Standard
Specification 9-03.1
d Required for Cement Concrete Pavements
e Attach test results indicating conformance to Standard Specificabon 9-25.1
DOT Form 350-040 EF
Rovisad 512003
FeN0.45
Blended Combined Aggregate Worksheet
I BLEND REQUIRED-% I
1-1/2" X 3/4` 3/4" X 1/2" 1/2" X 3/B" 3/8" X #4 Bldg -sand Pavg-send
30 24 0 6 0 40 r
ACCUMULATED PERCENT PASSING Blended Material
SIEVE SIZE 1-1/2" X 3/4" 3/4" X 1/7 1/7" X 3/R" q/A" X itd Rlrin-nanrl )avn_aan A-r-f- Cnarifir�llnn
us Mm
1-1/2" 37.500
94.50
100.00
100.00
100.00
100.00
100.00
98.35 %
95 - 100
1.0" 25.000
26.70
100.00
100.00
100.00
100,00
100.00
78.01 %
90 - 100
3/4" 19.000
2.10
98.90
100.00
100.00
100.00
100.00
70.37 %
80 - 95
1/2" 12.500
1.00
54.70
100.00
100.00
100.00
100.00
59.43 %
65 - 85
3/8" 9.500
1.00
15.10
100.00
88.20
100.00
100.00
48.92 %
55 - 75
#4 4.750
1.00
3.90
100.00
14.90
100.00
96.80
40.55 %
40 - 60
#8 2.360
1.00
1.80
100.00
3.80
100.00
75.70
30.94 %
25 - 45
#16 1.180
1.00
0.60
100.00
1.70
100.00
53.10
21.34 %
17 - 30
#30 0.600
1.00
0.60
100.00
1.10
100.00
34.40
13.83 %
7 - 20
#50 0.300
1.00
0.60
100.00
0.80
100.00
16.50
6.60 %
3 - 10
#100 0.150
0.60
0.60
100.00
0.80
100.00
5.80
2.32 %
0-5
#200 0.0751
0.30
0.20
10D.001
0.20
100.00
2.10
0.99 %
0 - 3
(FM) 9.69 7.23 0.00 5.89 0.00 3.18 6.29
A Technical Service of Master Builders, Inc.
11120/2007
Thomas Malphrus - Re FW: Hazen Submittal Register & Subm #1 & 2 Page 1
&01JC-iC, Part 0
From: Thomas Malphrus SA�� SC�'� , o n .Z
To: Pettibone, Kyle I
Date: 11/16/2007 8:44:47 AM
Subject: Re: FW: Hazen Submittal Register & Subm #1 & 2
Kyle:
I ran this by our civil inspector and he is o.k. with the use of the 2 x 4 mesh on the support fence.
Thanks for checking our standard and pointing this out -
Tom
>>> "Kyle Pettibone" <kpettibone@RH2.com> 11/16/07 8:02 AM >>>
Attached are the submittals that we will be returning to the Contractor
today. One question/item that I wanted to run by you was in regards the
silt fence mesh. According to City Standards, a 2"x2" wire mesh is
required. T Bailey is proposing 2' x4". I don't see this as being an
issue, but I thought that I would verify with you before responding to
the contractor.
Thanks, Kyle
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 3:59 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Here you go.
Stephanie Perkins
RH2 Engineering, Inc.
Ph: (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 3:54 PM
Thomas homas Malphrus Re FW: Hazen Submittal Register & Subm #1 & 2 Pale 2
To: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
pdf
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 3:54 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Not sure which question you are saying yes to =)
Stephanie Perkins
RH2 Engineering, Inc.
Ph: (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 1:58 PM
To: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
yes
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 1:57 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
They are both ready. Should I PDF them with the materials T Bailey sent
us or leave the cover sheets as Word docs?
Stephanie Perkins
Thomas Malphrus - Re: FW: Hazen Submittal Register & Subm #1 & 2 Page 3
RH2 Engineering, Inc.
Ph: (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 1:50 PM
To: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Yes, I will forward both submittals to the City when they are complete.
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 1:49 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Is this going to the City first?
Stephanie Perkins
RH2 Engineering, Inc.
Ph: (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 12:43 PM
To: Stephanie Perkins
Cc: Jon Conner; Karla Secrist
Subject: RE: Hazen Submittal Register & Subm #1 & 2
r�
r
ThomaS Malphrus - Re FW: Hazen Submittal Register & Subm #1 & 2 Pale 4
Stephanie,
Please add the following to the end of the submittal.
Engineer noted that the concrete submittal also includes WSDOT material
lab reports for backfill and other aggregate materials (pgs. 35-38)
which do not appear to be related to the concrete work. These materials
were not reviewed. Please resubmit backfill and aggregate materials
under separate cover if you would like these materials considered for
use in site work.
From: Jon Conner
Sent: Thursday, November 15, 2007 12:20 PM
To: Kyle Pettibone; Karla Secrist
Cc: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Kyle - the concrete submittal also contains WSDOT material lab reports
for backfill material, gravel base, quarry spalls, etc. (pages 35-38)
that you may want to take a look at.
Concrete comments:
- Mix #1004: CDF - Reviewed
- Mix #6003: Thrust blocks, Driveways, Curbs and Gutters - Reviewed
- Mix #460175/5951-A - Foundation concrete - Revise and Resubmit
- Please submit a mix with 1 1/2" nominal max aggregate size per
specifications 3.5A. Please also include the aggregate gradation for
the mix.
Thanks
From: Kyle Pettibone
Sent: Wednesday, November 14, 2007 1:50 PM
To: Karla Secrist; Jon Conner
Cc: Stephanie Perkins
Subject: FW: Hazen Submittal Register & Subm #1 & 2
Thomas MpL
Karla, please review silt fence
Jon, you have concrete
From: Bonnie Brodie
Sant Wednesday, November 14. 2007 1:41 PM
Tn�Kyle Pettibone; Karla Gaorst;Stephanie Perkins
Co: ; Chris Parker
Subject: Hazen Submittal Register & Subm #1 & 2
Per Kyle's request, attached please find acopy cfour submittal
register for tracking the submittals for this project.
Also attached are our first two submittals for the silt fence and
concrete. VVerequested expedited review for the first submittal onthe
silt fence.
Thank you,
Bonnie Brodie
TBA|LEY. INC.
360-203-0682x233
360-203-3893Fux
<>
WN
Q_�c
, , C V \ - �, \_-Z
CITY OF RENTON TRACKING NO. 2_0
Transmittal of Shop Drawing or Submittal
For.,
Hazen Reservoir
CONTRACTOR: T BAILEY INC.
RH2 Job No.: REN 105.049
Item covered by this submittal: Concrete
Refer to the following attachment(s) for a detailed description of the item.
Applicable specification section(s): 3.21
® First Submittal OR ❑ Resubmittal No.
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
® Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ 1 ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
Contractor Comments:
Date Returned to Subcontractor/Supplier:
Deviations Specifically Noted:
11/15/2007 3:54 PM
J:\Data\REN\105-049\SDC\Submittals\Submitta1002 - Concrete.doc
Date Received by RH2 Engineering: 11/14/07 Date Returned to Contractor: 11/15/07
Engineer's Comments:
1. Mix #1004: CDF — Reviewed
2. Mix #6003: Thrust blocks, Driveways, Curbs and Gutters — Reviewed
3. Mix #460175/5951-A - Foundation concrete - Revise and Resubmit
• Please submit a mix with 1 1 /2" nominal max aggregate size per specifications 3.5A. Please also
include the aggregate gradation for the mix.
Engineer noted that the concrete submittal also includes WSDOT material lab reports for backfill and other
aggregate materials (pgs. 35-38) which do not appear to be related to the concrete work. These materials
were not reviewed. Please resubmit backfill and aggregate materials under separate cover if you would like
these materials considered for use in site work.
❑ Reviewed ® Revise and Resubmit
❑ Rejected ❑ Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
RI-12 ENGINEERING, INC.
Date:11/15/07 By: Jon Conner
l I / 15/2007 3:54 I M J:\Data\REN\105-049\SDC\Submittals\Submittal 002 - Concrete.doc
ID
A
Submittal #02
Hazen Reservoir
-2 0-2 0 : 0
RH2 Engineering, Inc.
City of Renton
Project#: WTR-27-3214
3.21 Concrete Mix design
3.22 Admixture Data
General Contractor:
T BAILEY, INC.
12441 Bartholomew, Rd.
Anacortes, WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Supplier,
Stoneway Concrete
1915 Maple Valley Hwy
Renton, WA 98055
Voice 425-226-1000
Fax 425-226-4924
It is hereby certified that this equipment/material is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional
suitability.
T BAILEY, INC. By Date .11114/07
Letter Of Transmittal
10/24/2007
12:01:06PM
Report —Description
Report: 122766
Submittal #4701 for Project: Hazen Reservoir City Of Renton
Detailed Data for Submittal #4701
Backup Data for Mix:460175 of Submittal #4701 for Project: Hazen Reservoir City Of Renton
Backup Data for Mix:5951-A of Submittal #4701 for Project: Hazen Reservoir City Of Renton
Backup Data for Mix:460175 of Submittal #4701 for Project: Hazen Reservoir City Of Renton
Backup Data for Mix:5951-A of Submittal #4701 for Project: Hazen Reservoir City Of Renton
Backup Data for Mix:6003 of Submittal #4701 for Project: Hazen Reservoir City Of Renton
Backup Data for Mix:6003 of Submittal #4701 for Project: Hazen Reservoir City Of Renton
Stoneway Concrete
Where Q ud uty Counts
1� 15 MAPLE VALLEY BUSY
RruTot4, WA 96055
OFFICE (425) 224�1000
FAX (425) 226.49i4
1992 - 2007 Digital Site Systems, Inc. Pagel Quadrel iService SM
T.Bailey Inc Stoneway Concrete
where Quality Counts
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (425) 226-1000
Project: Hazen Reservoir City Of Renton
FAX:(425)228 - 4924
Dear Sir/Madam:
In accordance with your request, we are submitting the following mix design(s) for the above project
Date Issued: 10/24/2007
Mix Code Number
Plant
Description
Use
1004
11 Seattle
100 psi 1sk CDF w/Stoneflow
Tailgate CDF, see notes
1004
14 Houser
100 psi 1sk CDF w/Stoneflow
Tailgate CDF, see notes
460175
11 Seattle
4000PSI CA Air #57 WR Slag Adva
Foundation Concrete, 6" Slump
5951-A
11 Seattle
4000psi Air ADVA Performance Design CA
Flyash version of 460175 for data backup
460175
14 Houser
4000PSI CA Air #57 WR Slag Adva
Foundation Concrete, 6" Slump
5951-A
14 Houser
4000psi Air ADVA Performance Design CA
Flyash version of 460175 for data backup
6003
11 Seattle
4000 psi 6sk Air Performance Design CA
Thrust Blocks, Driveways, Curbs, Gutter
6003
14 Houser
4000psi 6sk Air Performance Design CA
Thrust Blocks, Driveways, Curbs, Gutter
A structural concrete statistical analysis report, based on mix design performance in the field, is included for your review, along
with mix design proportions. This report is in accordance with ACI 318-02 specifications. Stoneway concrete warrants (as its
exclusive warranty) the compressive strength of test specimens tested for acceptance in accordance with ASTM will meet the design
strength for each mix design. The historical mix design strength test data represents the results of compressive tests of concrete
specimens, not the strength of concrete in place. Because Stoneway Concrete does not control the means and methods of
placement, it does not accept responsibility for the workability, strength of in place concrete or for concrete test specimens not tested
in accordance with ASTM. If requested, Stoneway Concrete is prepared to recommend modifications to this proposed mix design to
take into consideration the contractor's means and methods, subject to appropriate price adjustments.
Stoneway Concrete requests copies of concrete compressive strength test results within three (3) working days of performance
of said tests and written notice of deficient concrete compressive strength test results within 24 hours in accordance with our
standard terms and conditions and in accordance with ASTM C 94-94a, Section 14.4.
Stoneway Concrete does not profess to be a licensed architect, civil engineer or structural engineer. Accordingly, any advice or
specifications supplied by Stoneway Concrete shall be used at the sole risk of those requesfing or receiving the same. Stoneway
Concrete assumes no responsibility for the design or construction of any structure in which its products are used. Any review of
plans, specifications building applications or production applications by Stoneway Concrete is not to be construed as approval
thereof by Stoneway Concrete.
Sincerely,
STONEWAY CONCRETE
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc. Paget Quadrel iServlce
SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer: T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: 1004
Plant: 11 Seattle
(�a� 5
Stoneway Concrete
herd Quatttv Counts
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (425)226-1000
FAX:(425)228 - 4924
Usage: Tailgate CDF, see notes
Material
Source
Description
ASTM Spec. Gravity
oz. Weight(lb)
Fine Aggregate
Glacier Pit # B-335
Concrete Sand
C33 2.63
2,550
Type 1-II
Ashgrove
Type 1-11
C150 3.15
94
Air Entrainer
Cellflow
Stoneflow
1.03
1.8
City
City
Water
C94 1.00
325
TOTAL 2,969
Specified F'c :
100 PSI
Specified Slump:
3.00 in.
Designed Unit Weight:
109.2 lbs./cu.ft.
Specified Air:
19.00 To 25.00 %
Designed W/C + P Ratio:
3.46
Designed Air:
22.0 %
Designed Volume:
27.20 cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
• Approval of the structural engineer of record is required prior to job use
• Contractor must order Stoneflow for it to be on the truck.
• Stoneflow must be added for proper yield.
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
Page3
Quadrel iService SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer: T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: 1004
Plant: 14 Houser
Stoneway Concrete
Wh+tro _Qualify Counts
1915 :MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (42 5) 22G -1000
FAX: (425)228 - 4924
Usage: Tailgate CDF, see notes
Material
Source
Description
ASTM Spec. Gravity
oz. Weight(lb)
Fine Aggregate
Icon Pit# A-464
Class 2/Concrete Sand
C33 2.60
2,521
Type I -II
Ash Grove
Type 1-11
C150 3.15
94
Air Entrainer
Cellflow
Stoneflow
1.03
1.9
City
City
Water
C94 1.00
325
TOTAL 2,940
Specified F'c :
100 PSI
Specified Slump:
1.00 To 3.00 in.
Designed Unit Weight:
108.1 lbs./cu.ft.
Specified Air:
19.00 To 25.00 %
Designed W/C + P Ratio:
3.46
Designed Air:
22.0 %
Designed Volume:
27.20 cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
• Approval of the structural engineer of record is required prior to job use
• Contractor must order Stoneflow for it to be on the truck.
* Stoneflow must be added for proper yield.
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
Page4
Quadrel iService SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer: T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: Asn175
Plant: 11 Seattle
Stoneway Concrete
Where-7ualify Counts
1915 MAPLE VALLEY HWY
REN'TON, WA 98055
OFFICE:(425) 226-1000
FAX:(425)228 - 4924
Usage: Foundation Concrete, 6" Slump
Material
Source
Description
ASTM Spec. Gravity
oz.
Wei ht(lb)
Coarse Aggregate
Glacier Pit # B-335
AASHTO #57 (3/4)
C33 2.67
1,791
Fine Aggregate
Glacier Pit # B-335
Concrete Sand
C33 2.63
1,296
Type I -II
Ash Grove
Type 1-11
C150 3.15
550
Air Entrainer
W.R. Grace
Daravair 1000
C260 1.10
4.6
Type F High Range Water R W.R.Grace
ADVA 170
C494 1.10
16.3
Type A Water Reducer
W.R. Grace
WRDA64
C494 1.20
29.3
Slag
LAFARGE
Lafarge GGBFS 120
C 989 2.87
100
City
City
Water
C94 1.00
240
TOTAL
3,977
Specified F'c :
4,000 PSI
Specified Slump:
6.00 To 7.00 in.
Designed Unit Weight:
146.2
lbs./cu.ft.
Specified Air:
3.50 To 6.50 %
Designed W/C + P Ratio:
0.37
Designed Air:
5.0 %
Designed Volume:
27.20
cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
* 4 yard minimum on this mix design.
* Approval of the structural engineer of record is required prior to job use
* The maximum slump for this mix design is 7" at the truck chute
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
Page5
Quadrel iService SM
Stone way Concrete
Date: 10/24/2007 Where Quality Counts
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE(425)226-1000
FAX: (425)228-4924
Mix Name: 460175 units : US
PSI Strength and Strength Fit vs Maturity PSI # of occ. Histogram for 28 Day Strength %/PSI
2000 2000 .��r1T�� � i
1000 1000 0.00 .. -- 0 W
0 100 200 300 400 500 600 700 5000 SOW 7000 8000 9100 1 LWO 11000 1 _1000
Maturity Hours PSI
95% of tests 6e above cross -hatched area
STRENGTH SUMMARY, Compression 4" x 8"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Std ACI318
Tests Slump Air Day Day Day Day Dev Req'd
----------------------------------------------------------------------------------------
5 5.30 5.15 5980 8080 5200
DETAILED STRENGTH, Compression 4" x 8"
Mix
Date
Plant
Slump Spread
Air
Strengths
Number
----------------------------------------------------------------------------------
3 Day 7 Day
28 Day 56 Day
460175
5/22/2006
11
Seat
5.00
6550
9240
460175
6/21/2006
11
Seat
5.50
5.00
5300
7360
460175
10/18/2006
11
Seat
6.25
6.00
6520
8100
460175
11/6/2006
11
Seat
4.00
4.50
6390
8830
460175
3/14/2007
11
Seat
5.75
5.10
5130
6900
1992 - 2007 Digital Site Systems, Inc. Page6 Quadrel iService
SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer: T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: 1SQ-r%1_0
Plant: 11 Seattle
Stoneway Concrete
1915 (MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (425)226-1000
FAX:(425)228 - 4924
Usage: Flyash version of 460175 for data b
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight(lb)
Coarse Aggregate
Glacier Pit # B-335
AASHTO #57 (3/4)
C33 2.67
1,791
Fine Aggregate
Glacier Pit # B-335
Concrete Sand
C33 2.63
1,257
Type 1-II
Ashgrove
Type 1-II
C150 3,15
550
Type A Water Reducer
W. R. Grace
WRDA-64
C494 1.21
29.7
Air Entrainer
W.R. Grace
Daravair 1000
C260 1.10
2.5
Type F High Range Water R W.R.Grace
ADVA 170
C494 1.10
13.2
Fly Ash F
ENX Alberta, Canada
Fly Ash
C-618 2.20
110
City
City
Water
C94 1.00
240
Specified F'c :
Specified Slump:
Specified Air:
Designed Air:
4,000 PSI
6.00 To 7.00 in.
3.50 To 6.50 %
5.0 %
Designed Unit Weight:
Designed W/C + P Ratio:
Designed Volume:
TOTAL
145.1
0.36
27.20
3,948
lbs./cu.ft.
cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
Pagel
Quadrel iService SM
Stoneway Concrete
Date: 10/24/2007 When quw* cou"ta
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFIC&(425)226-1000
FAX:(425)228-4924
Mix Name: 5951-A Units: US
PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI
JVd.RD JV V V
2000 2000
0 200 400 600 800 1000 1200 1400
Maturity Hours
1 0�1 A-111 0-00
3000 4000 5000 6000 ids M 9CW 10000
PSI
95% of tests lie above cross -hatched area
STRENGTH SUMMARY, Compression 4" x 8"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Std ACI318
Tests Slump Air Day Day Day Day Dev Req'd
30 6.32 5.07 4450 4770 6240 4890 940 5680
DETAILED STRENGTH, Compression 4" x 8"
Mix Date Plant Slump Spread Air Strengths
Number
5951-A
9/14/2004
11
Seat
5951-A
9/17/2004
11
Seat
5951-A
9/17/2004
11
Seat
5951-A
9/24/2004
11
Seat
5951-A
10/15/2004
11
Seat
5951-A
10/15/2004
11
Seat
5951-A
10/15/2004
11
Seat
5951-A
10/22/2004
11
Seat
5951-A
10/22/2004
11
Seat
5951-A
10/27/2004
11
Seat
5951-A
11/5/2004
11
Seat
5951-A
11/5/2004
11
Seat
5951-A
11/5/2004
11
Seat
5951-A
11/11/2004
11
Seat
5951-A
11/19/2004
11
Seat
5951-A
11/23/2004
11
Seat
5951-A
11/24/2004
11
Seat
5951-A
12/15/2004
11
Seat
5951-A
1/14/2005
11
Seat
5951-A
5/11/2005
11
Seat
5951-A
7/15/2005
11
Seat
5951-A
7/15/2005
11
Seat
----------------------------------------------
3 Day 7 Day 28 Day 56 Day
7.00
5.70
4210
5670
6.50
6.20
4330
5910
6.50
3430
6430
5.50
4.90
4650
6530
5.75
4430
5660
5.75
6.10
3830
5040
6.50
4640
5290
7.00
4260 4890
5.75
3960
5190
6.00
5740
6910
6.50
4460
6140
6.75
5.60
4730
6170
6.25
4760
6460
5.00
3900
5150
7.50
4760
5730
5.00
5680
7340
6.50
6450
6.00
5560
6900
6.50
4320 4590
6340
6.00
5.70
4660
6050
6.00
4.50
4710 5610
7350
6.50
4.20
4150 4890
7640
1992 - 2007 Digital Site Systems, Inc. Page8 Quadiel iService SM
DETAILED STRENGTH, Compression 4" x 8"
Mix
Date
Plant
Slump Spread
Air
Strengths
Number
3 Day 7 Day
28 Day 56 Day
----------------------------------------------------------------------------------
5951-A
7/15/2005
11
Seat
7.00
4.00
4630 5430
7110
5951-A
7/28/2005
11
Seat
6.25
4.60
5130
6250
5951-A
7/28/2005
11
Seat
7.00
5.20
4410
6020
5951-A
9/9/2005
11
Seat
7.25
7.80
3740
4520
5951-A
10/17/2005
11
Seat
7.00
3.50
5600
7130
5951-A
11/10/2005
11
Seat
6.25
3.50
5720
7730
5951-A
12/14/2005
11
Seat
6.00
4.60
6540
8590
5951-A
1/31/2006
11
Seat
6.00
4070
5280
1992 - 2007 Digital Site Systems, Inc. Page9 Quadrel iService SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer: T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: 460175
Plant: 14 Houser
Stoneway Concrete
When Qualify counts
1915 :MAPLE VALLEY FIWY
RF—NTON, WA 98055
OFFICE:(425) 226-1000
FAX: (425)228 - 4924
Usage: Foundation Concrete, 6" Slump
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight(lb)
Coarse Aggregate
Icon Pit# A-464
AASHTO #57 (3/4)
C33 2.69
1,815
Fine Aggregate
Icon Pit# A-464
Class 2/Concrete Sand
C33 2.60
1,271
Type 1-11
Ash Grove
Type 1-11
C150 3.15
550
Type A Water Reducer
W.R. Grace
WRDA64
C494 1.20
29.3
Air Entrainer
W.R. Grace
Daravair 1000
C260 1.10
4.6
Type F High Range Water R W.R.Grace
ADVA 170
C494 1.10
16.3
Slag
LAFARGE
Lafarge GGBFS
2.87
100
City
City
Water
C94 1.00
240
Specified F'c :
Specified Slump:
Specified Air:
Designed Air:
4,000
6.00 To 7.00
3.50 To 6.50
5.0
PSI
in.
%
%
Designed Unit Weight:
Designed W/C + P Ratio:
Designed Volume:
TOTAL
146.2
0.37
27.20
3,976
lbs./cu.ft.
cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
* 4 yard minimum on this mix design.
* Approval of the structural engineer of record is required prior to job use
* The maximum slump for this mix design is 7" at the truck chute
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc. Pagel() Quadrel iService SM
Stone way Concrete
Date: 10/24/2007 Where Quai* Counts
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (425)226-I000
FAX: (425)228-4924
Mix Name: 460175 units : US
PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI
20M 2000
0 100 200 300 400 500 6W 700
Maturity Hours
I�tl it=t +t`#;/ > t•!:1 Gt l : ! it (1 ✓ i i `;i t 1 1
PSI
95% of tests lie above cross -hatched area
STRENGTH SUMMARY, Compression 4" x 8"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Std AC1318
Tests Slump Air Day Day Day Day Dev Req'd
6 6.83 5.23 2530 3810 5020 5200
DETAILED STRENGTH, Compression 4" x 8"
Mix
Date
Plant
Slump Spread
Air
Strengths
Number
3 Day
7 Day
28 Day 56 Day
---------------------------------------------------------------------------------
460175
9/14/2006
14
Hous
6.75
5.50
5730
7850
460175
12/13/2006
14
Hous
6.75
5.30
2480
3430
4380
460175
12/13/2006
14
Hous
7.00
4.80
2590
3460
4710
460175
12/13/2006
14
Hous
6.50
5.30
2460
3400
4480
460175
12/13/2006
14
Hous
6.75
5.10
2590
3450
4440
460175
12/13/2006
14
Hous
7.25
5.40
2520
3430
4280
1992 - 2007 Digital Site Systems, Inc. Page 11 Quadrel iService SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer. T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: 5951-A
Plant: 14 Houser
Stoneway Concrete
Where guably Counts
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (42 5) 2 26 -1000
FAX: (425)228 - 4924
Usage: Flyash version of 460175 for data b
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight(lb)
Coarse Aggregate
Icon Pit# A-464
AASHTO #57 (3/4)
C33 2.69
1,815
Fine Aggregate
Icon Pit# A-464
Class 2/Concrete Sand
C33 2.60
1,231
Type I -II
Ash Grove
Type 1-11
C150 3.15
550
Type A Water Reducer
W.R. Grace
WRDA64
C494 1.20
29.7
Type F High Range Water R W.R.Grace
ADVA Flow
C494 1.10
13.2
Air Entrainer
W.R. Grace
Daravair 1000
C260 1.10
3.0
Ftv Ash F
ENX Alberta, Canada
Fly Ash
C-618 2.20
110
City
City
Water
C94 1.00
240
Specified F'c :
Specified Slump:
Specified Air:
Designed Air:
4,000
6.00 To 7,00
3.50 To 6.50
5.0
PSI
in.
%
%
Designed Unit Weight:
Designed W/C + P Ratio:
Designed Volume:
TOTAL
145.1
0.36
27.20
3,946
lbs./cu.ft.
cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
Pagel2
Quadrel iService SM
3000 ,'
3000 1.00
€
�;
`�.� � _ 4 01
2500
2500 0.00 Mn-i7[
61�1(t`
0
500
1000 1500 20M
2500 3500
4000 4500
M SSW
SOCMB S' W 70M 75CM3 SW
Maturity Hours
PSI
95%
of tests lie above cross -hatched area
STRENGTH SUMMARY, Compression
4"
z 8"
Strengths
No. Of
Avg
Avg Avg 3
Avg 7 Avg 28
Avg 56
Std
ACI318
Tests
Slump
Air Day
Day Day
Day
Dev
Req'd
----------------------------------------------------------------------------------------
30
6.16
5.08 4020
4190 5630
6350
690
5120
DETAILED STRENGTH, Compression 4" x 8"
Mix
Date
Plant
Slump Spread
Air
Strengths
Number
----------------------------------------------------------------------------------
3 Day 7 Day
28 Day 56 Day
5951-A
11/15/2000
14
Hous
4.00
4.80
3630
5000
5951-A
3/8/2001
14
Hous
5.50
5.50
4140
5650
5951-A
3/22/2001
14
Hous
7.00
9.50
3020
4260
5951-A
4/10/2001
14
Hous
7.00
6.20
3000
4550
5951-A
4/10/2001
14
Hous
6.50
6.10
3660
5510
5951-A
4/17/2001
14
Hous
5.50
5.90
3430
4640
5951-A
1/17/2002
14
Hous
4.00
5200
6700
5951-A
1/22/2002
14
Hous
4.75
4470
5620
5951-A
1/24/2002
14
Hous
5.50
4.00
4080
5850
5951-A
8/27/2002
14
Hous
5.25
4.50
3820
5270
5951-A
9/18/2002
14
Hous
6.50
4.90
3950
5100
5951-A
10/2/2002
14
Hous
5.25
5.00
4140
5580
5951-A
10/30/2002
14
Hous
6.50
4450
5910 6350
5951-A
1/6/2003
14
Hous
4.50
3300
4520
5951-A
1/17/2003
14
Hous
4.75
5.90
3360
4940
5951-A
2/4/2003
14
Hous
7.00
4.60
3690
5420
5951-A
2/19/2003
14
Hous
7.25
7.50
3530
5330
5951-A
4/22/2003
14
Hous
6.50
3.50
4600
6000
5951-A
5/19/2003
14
Hous
6.50
3.80
5900
5951-A
6/25/2003
14
Hous
7.00
3.80
4100
5000
5951-A
5/7/2004
14
Hous
8.50
4.90
4200 5360
6760
5951-A
5/7/2004
14
Hous
9.00
8.20
3360 4320
5380
1992 - 2007 Digital Site Systems, Inc. Page 13 Quadrel iService
SM
DETAILED STRENGTH, Compression 4" x 8"
Mix
Date
Plant
Slump Spread
Air
Strengths
Number
----------------------------------------------------------------------------------
3 Day 7 Day
28 Day 56 Day
5951-A
10/27/2004
14
Hous
6.75
4760
5960
5951-A
11/10/2004
14
Hous
4.50
3.00
4900
6290
5951-A
12/15/2004
14
Hous
6.25
2.90
5050
6720
5951-A
12/23/2004
14
Hous
6.75
4.30
4140
5780
5951-A
1/14/2005
14
Hous
6.75
3860 4510
6060
5951-A
1/14/2005
14
Hous
7.00
4660 4920
6460
5951-A
1/14/2005
14
Hous
6.50
3.00
4610
6110
5951-A
1/25/2005
14
Hous
6.00
5400
6720
1992 - 2007 Digital Site Systems, Inc. Page14 Quadrel iService
SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer: T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: 6003
Plant: 11 Seattle
2 7777-
=L, I
leol
Stoneway Concrete
whrrs -ouatto C'aunti
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (425) 226-1000
FAX: (425)228 - 4924
Usage: Thrust Blocks, Driveways, Curbs, G
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight(lb)
Coarse Aggregate
Glacier Pit # B-335
AASHTO #57 (3/4)
C33 2.67
1,942
Fine Aggregate
Glacier Pit # B-335
Concrete Sand
C33 2.63
1,226
Type I -II
Ashgrove
Type 1-II
C150 3.15
564
Type A Water Reducer
W.R. Grace
WRDA-64
C494 1.21
28.2
Air Entrainer
W.R. Grace
Daravair 1000
C260 1.10
3.0
City
City
Water
C94 1.00
240
Specified F'c :
Specified Slump:
Specified Air:
Designed Air:
4,000 PSI
4.00 To 5.00 in.
3.50 To 6.50 %
5.0 %
Designed Unit Weight:
Designed W/C + P Ratio:
Designed Volume:
TOTAL
146.1
0.43
27.19
3,972
lbs./cu.ft.
cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
4 yard minimum on this mix design.
. Approval of the structural engineer of record is required prior to job use
The maximum slump for this mix design is 5" at the truck chute.
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
Page15
Quadrel iService SM
Stoneway Concrete
Date: 10/24/2007 Where QU1210y COL01ts
1915 :MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (425) 226-1000
FAX:(425)228-4924
Mix Name: 6003 Units : US
PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI
3000
3000 I.LAJ
____ LIM
2500
25M 0.00
_ .___ _. Ei OO
100
200
300 400
500
600 700 3000
4000 5000 MW
7000 8000 9=
Maturity Hours
PSI
95% of tests lie above cross -hatched area
STRENGTH
SUMMARY,
Compression
4" x
8"
Strengths
No. Of
Avg
Avg
Avg 3
Avg 7
Avg 28
Avg 56
Std
ACI318
Tests
----------------------------------------------------------------------------------------
Slump
Air
Day
Day
Day
Day
Dev
Req'd
23
4.72
4.38
4560
5730
840
5560
DETAILED
STRENGTH,
Compression
4" x 8"
Mix
Date
Plant
Slump
Spread Air
Strengths
Number
----------------------------------------------------------------------------------
3 Day 7 Day
28 Day 56
Day
6003
1/3/2001
11 Seat
3.75
2.70
4760
6370
6003
7/6/2001
11 Seat
4.00
3710
4520
6003
8/7/2001
11 Seat
7.00
8.00
2810
3500
6003
10/26/2001
11 Seat
4.00
3980
5360
6003
2/6/2002
11 Seat
5.50
3530
4890
6003
2/14/2002
11 Seat
4.00
4340
5710
6003
2/4/2004
11 Seat
4.00
4.00
4480
5440
6003
6/10/2005
11 Seat
4.00
3.00
5960
7120
6003
6/21/2005
11 Seat
4.00
4.00
5990
7060
6003
6/27/2005
11 Seat
4.75
3.80
5000
6470
6003
6/29/2005
11 Seat
4.00
4.20
5810
6490
6003
7/l/2005
11 Seat
6.00
4.90
4690
5870
6003
5/8/2006
11 Seat
5.00
4550
5630
6003
5/10/2006
11 Seat
6.00
4750
6260
6003
5/16/2006
11 Seat
5.50
4210
5200
6003
7/14/2006
11 Seat
3.00
5520
6500
6003
7/20/2006
11 Seat
5.00
3750
5210
6003
7/24/2006
11 Seat
5.25
4890
6130
6003
7/31/2006
11 Seat
5.00
4060
5110
6003
2/5/2007
11 Seat
4.00
4.80
4920
6310
6003
4/25/2007
11 Seat
5.50
4630
6090
6003
5/22/2007
11 Seat
3.75
4530
5400
1992 - 2007 Digital Site Systems, Inc. Page 16 Quadrel iService SM
DETAILED STRENGTH, Compression 4" x 8"
Mix Date Plant Slump Spread Air Strengths
Number 3 Day 7 Day 28 Day 56 Day
----------------------------------------------------------------------------------
6003 5/29/2007 11 Seat 5.50 4060 5120
1992 - 2007 Digital Site Systems, Inc. Page 17 Quadrel iService SM
Date Issued: 10/24/2007
Supplier: Stoneway Concrete
Customer: T. Bailey Inc
Mix Code must be used when ordering concrete.
Project: Hazen Reservoir City Of Renton
Mix ID: 600a
Plant: 14 Houser
Stoneway Concrete
Where ,qualify counts
1915 '.MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (425)22G-1000
FAX: (425)228 - 4924
Usage: Thrust Blocks, Driveways, Curbs, G
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight(lb)
Coarse Aggregate
Icon Pit# A-464
AASHTO #57 (3/4)
C33 2.69
1,969
Fine Aggregate
Icon Pit# A-464
Class 2/Concrete Sand
C33 2.60
1,202
Type 1-11
Ash Grove
Type 1-II
C150 3.15
564
Type A Water Reducer
W.R. Grace
WRDA-64
C494 1.21
28.2
Air Entrainer
W.R. Grace
Daravair 1000
C260 1.10
3.0
City
City
Water
C94 1.00
240
Specified F'c :
Specified Slump:
Specified Air:
Designed Air:
4,000
4.00 To 5.00
3.50 To 6.50
5.0
PSI
in.
%
%
Designed Unit Weight:
Designed W/C + P Ratio:
Designed Volume:
TOTAL
146.1
0.43
27.20
3,975
lbs./cu.ft.
cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
" 4 yard minimum on this mix design.
Approval of the structural engineer of record is required prior to job use
The maximum slump for this mix design is 5" at the truck chute.
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
Page18
Quadrel iService SM
Stoneway Concrete
Date: 10/24/2007 inhere Qom* cotnh
1915 MAPLE VALLEY HWY
RENTON, WA 98055
OFFICE: (42 5) 226-1000
FAX: (425)228-4924
Mix Name: 6003 units : US
PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI
U.w ILUI
35G0 3500 0.00 •-�^ ____' ``- 11U0
100 200 300 400 500 600 700 35M 4000 4500 5000 5500 M GWO M 7500 MW
Maturity Hours PSI
95% of tests lie above cross -hatched area
STRENGTH SUMMARY, Compression 4" x 8"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Std ACI318
Tests Slump Air Day Day Day Day Dev Req'd
10 4.50 5.20 4220 5640 670 5200
DETAILED STRENGTH, Compression 4" x 8"
Mix Date Plant Slump Spread Air Strengths
Number
6003
4/19/2000
14
Hous
6003
6/2/2000
14
Hous
6003
7/20/2001
14
Hous
6003
6/8/2006
14
Hous
6003
11/9/2006
14
Hous
6003
2/26/2007
14
Hous
6003
3/1/2007
14
Hous
6003
3/2/2007
14
Hous
6003
6/18/2007
14
Hous
6003
6/21/2007
14
Hous
---------------------------------------------
3
Day 7 Day
28 Day 56 Day
3.50
4080
5610
4.00
4880
5920
4.25
3550
4690
6.50
3760
5770
4.00
4.70
4060
5500
4.50
4670
6180
5.50
5.80
4670
6420
4.25
4.80
4910
6590
4.50
4.90
3810
4810
4.00
5.80
3800
4910
1992 - 2007 Digital Site Systems, Inc. Page19 Quadrel iService
SM
NOTE: APPROVAL OF THE STRUCTURAL
ENGINEER OF RECORD IS REQUIRED PRIOR
TO JOB USE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ATTACH A COPY OF THIS
MIX DESIGN TO THE BACK OF THE DPD
APPROVED PLANS ON THE PAGE THAT
CONTAINS THE GENERAL NOTES.
uate Issued: 5/19/2007
Supplier. Stoneway Concrete
Customer: City of Seattle DPD
Project: 2008 Continous Approval
Mix ID: 460175
Misr Code must be used when ordering concrete.
Plant: 11 Seattle
Stoneway Concrete
Where Quality Counts
1915 AIAPLH VALLEY HW
MiTON, WA 98055
orFCF-'(425)226-1000
rAJr:(425)r-8 - 492i
Usage: Slag version of'Mix 5951, 7" Slu
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight Ih
Coarse Aggregate
Glacier Pit# B-335
AASHTO #57 (3/4)
C33 2.67
1,791
Fine Aggregate
Glacier Pit # B-335
Concrete Sand
C33 2.63
1,296
Type I n
Ash Grove
Type 1-11
C150 3.15
550
AirEntrniner
W.R. Grace
Daravair 1000
C260 1.10
4.6
Type F High Range Water R
W.R.Grace
ADVA 170
C494 1.10
16.3
Type A Water Reducer
W.R. Grace
WROA64
C494 1.20
29.3
Slag
LAFARGE
Lafarge GGBFS 120
C 989 2.87
100
City
City
Water
C94 1.00
240
Specified F'c: 4,000 PSi
Specified Slump: 6.00 To 7.00 In.
Specified Air. 3.50 To 6.50 %
Designed Air. 5.0 %
Designed Unit Weight:
Designed WIC + P Ratio:
Designed Volume:
TOTAL
146.2
0.37
27.20
3,977
lbs./cu.ft.
tuft
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it Is the responsibility of the
project architectlengineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (fe. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes In jobsite demands.
Designed mix cementitious content, is staled as a minimum, and Stoneway Concrete reserves the right to increase cementilious
content.
COMMENTS:
Approval of the structural engineer of record is required prior to job use
The maximum slump for this mix design Is 7" at the truck chute
E
LUMP FOR PLACING
CHES. THE MAXIMUM
CHES SHALL NOT BE
R ANY REASON
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
CITY OF SEATTLE
Department of Planning and Development.
CONTINUOUS APPROVAL STATUS
F'c (psi) :_ 4 , coo at Zg days.
Batch plant inspection is not required
Continuous approval good until: S I LS 1 o Y
Approved subject to errors and onlissions
Pagel9 Authorized by: ��
NOTE: APPROVAL OF THE STRUCTURAL
ENGINEER OF RECORD IS REQUIRED PRIOR
TO JOB USE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ATTACH A COPY OF THIS
MIX DESIGN TO THE BACK OF THE DPD
APPROVED PLANS ON THE PAGE THAT
CONTAINS THE GENERAL NOTES.
Dale Issued: 5119/2007
Supplier. Stoneway Concrete
Customer. City of Seattle DPD
Project: 2008 Continous Approval
Mix ID: 460175
Mix Code must be used when ordering concrete.
Plant: 14 Houser
S
Stoneway Concrete
Where Quality Counts
1915 MAPLE VALLID' I6VY
RWTOV, NA 99055
GFFICE(425)Z'6-1000
FAS:(425)2-H - 4924
Usage: Slag version of Mix 5951, 7" Slu
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight (Ib)
Coarse Aggregate
icon Pit# A-464
AASHTO #57 (3/4)
C33 2.69
1,815
Fine Aggregate
Icon Pit# A-464
Class 2/Concrete Sand
C33 2.60
1,271
Type I -II
Ash Grove
Type 1-II
C150 3.15
550
Type A Water Reducer
W.R. Grace
WRDA64
C494 1.20
29.3
Air Entrainer
W.R. Grace
Daravair 1000
C260 1,10
4.6
Type F High Range Water R W.R.Grace
ADVA 170
C494 1.10
16.3
Slag
LAFARGE
Lafarge GGBFS
2.87
100
City
City
Water
C94 1.00
240
Specified F'c :
Specified Slump:
Specified Air.
Designed Air.
4,000
6.00 To 7.00
3.50 To 6.50
5.0
PSI
in.
%
%
Designed Unit Weight:
Designed WIC + P Ratio:
Designed Volume:
TOTAL
146.2
0.37
27.20
3,976
lbs./cu.ft.
cu.FL
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix Is to be placed, therefore it is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-31 B sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added In accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, Is stated as a minimum, and Stoneway Concrete reserves the right to Increase cementitlous
content.
COMMENTS:
Approval of the structural engineer of record is required prior to job use
The maximum slump for this mix design Is 7" at the truck chute
THE TARGET SLUMP FOR PLACING
THIS MIX IS 6 INCHES. THE MAXIMUM
SLUMP OF 7 INCHES SHALL NOT BE
EXCEEDED FOR ANY REASON
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, Inc.
CITY OF SEATTLE
Department of Planning and Development.
CONTINUOUS APPROVAL STATUS
F' c (psi):_ y, o o e at._ Z.S days.
Batch plant inspection is not required
Continuous approval good until:___S 1 Z S lb 1
Approved subject to errors and omissions
Pagez] Authorized by:
NU'1'L: APFRUVAL Vt 111h 61KUL;1 UKAL
ENGINEER OF RECORD IS REQUIRED PRIOR
TO JOB USE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ATTACH A COPY OF THIS
MIX DESIGN TO THE BACK OF THE DPD
APPROVED PLANS ON THE PAGE THAT
CONTAINS THE GENERAL NOTES.
Date Issued: 5/19/2007
Supplier: Stoneway Concrete
Customer. City of Seattle DPD
Project: 2008 Continous Approval
Mix ID: 460175
Mix Code must be used when ordering concrete.
Plant: 12 Tukwila
Stoneway Concrete
Where Qualify Counts
1915 NIAP1.EVA1-LEY 14WY
REN ON, WA 99055
0FPICE(425)2-'6-10D0
FAS:(425)22e - 4924
Usage: Slag version of Mix 5951, 7" Slu
Material
Source
Description
ASTM Spec. Gravity
oz.
Weight Ib
Coarse Aggregate
Icon Pit# A464
AASHTO #57 (3/4)
C33 2.73
1,815
Fine Aggregate
Icon Pit#A-464
Class 2/Concrete Sand
C33 2.60
1,271
Type 1-11
Ash Grove
Type 1-II
C150 3.15
550_
Air Entrainer
W.R. Grace
Daravair 1000
C260 1.10
4.6
Type A Water Reducer
W.R. Grace
WRDA64
C494 1.20
29.3
Type F High Range Water R W.R.Grace
ADVA 170
C494 1.10
16.3
Slag
LAFARGE
Lafarge GGBFS
2.87
100
City
City
Water
C94 1.00
240
Specified Pc :
Specified Slump:
Specified Air:
Designed Air.
4,000
6.00 To 7.00
3.50 To 6.50
5.0
PSI
in.
%
%
Designed Unit Weight:
Designed W/C + P Ratio:
Designed Volume:
TOTAL
147.1
0.37
27.03
3,976
lbs./cu.ft.
cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix Is to be placed, therefore it Is the responsibility of the
project architectlengineer, and or contractor to Insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-31 a sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added In accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes In jobsite demands.
Designed mix cementitious content, Is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
Approval of the structural engineer of record Is required prior to job use
The maximum slump for this mix design is 7' at the truck chute
THE TARGET SLUMP FOR PLACING
THiS MIX iS 6 INCHES. THE MAXIMUM
SLUMP OF 7 INCHES SHALL NOT BE
EXCEEDED FOR ANY REASON
Felix Chandre
Manager of Research and Development
1992 - 20D7 Digital Site Systems, Inc.
CITY OF SEATTLE
Department of Planning and Development.
CONTINUOUS APPROVAL STATUS
F'c (psi):_ -(, ooa at L.� days.
Batch plant inspection is not required
Continuous approval good until:_
Approved subject to errors and omissions
Page23 _ f
Authorized by:
NOTE: APPROVAL OF THE STRUCTURAL
ENGINEER OF RECORD IS REQUIRED PRIOR
TO JOB USE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ATTACH A COPY OF THIS
MIX DESIGN TO THE BACK OF THE DPD
APPROVED PLANS ON THE PAGE THAT
CONTAINS THE GENERAL NOTES -
Date Issued: 2/3/2007
Supplier Stoneway Concrete
Customer. City of Seattle DPD
Project: 2007 Continuous Approval
Mix ID: 6003
Mix Code must be used when ordering concrete.
Plant 11 Seattle
la
Stoneway Concrete
Where guality Counts
1915 MAPLE VALLEY HWY
RENiU-,WA 99055
OFFICE(425)226.1000
FAB:(425)229.4924
Usage: 2007 Continuous Approvals
Material
Source
Description
ASTM
Spec. Gravity
oz.
Weight (lb)
Coarse Aggregate
Glacier Pit # B-335
AASHTO #57 (314)
C33
2.67
1,942
Fine Aggregate
Glacier Pit # B-335
Concrete Sand
C33
2.63
1,226
Type I -II
Ashgrove
Type 1-II
C150
3.15
564
Type A Water Reducer
W.R. Grace
WRDA-64
C494
1.21
28.2
Air Entrainer
W.R. Grace
Daravair 1000
C260
1.10
3.0
City
City
Water
C94
1.00
240
TOTAL
3,972
Speeltled F'C:
+,uuu cal
Specified Slump:
4.00 To 5.00 in. Designed Unit Weight: 146.1
Specified Air.
3.50 To 6.50 % Designed WIC + P Ratio: 0.43
Designed Air.
5.0 % Designed Volume: 27.19
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore It is the responsibility of the
project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (le. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added in accordance with the manufacturers recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, Is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
4 yard minimum on this mix design.
"Approval of the structural engineer of record is required prior to job use
The maximum slump for this mix design is 5" at the truck chute.
THE TARGET" SLUMP FOR PLACING
THIS MIX IS 4 INCHES. THE MAXIMUM
SLUMP OF 5 INCHES SHALL NOT BE
EXCEEDED FOR ANY REASON
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Site Systems, inc.
Ibs.lcu.ft.
cuff
CITY OF SEATTLE
Department of Planning and Development.
CONTINUOUS APPROVAL STATUS
F' c (psi) : Li. tg o o at LS days.
Batch plant inspection is not required
Continuous approval good until: 16 tee
Approved subject to errors and omissions
Page26 Authorized by:
NOTE: APPROVAL OF THE STRUCTURAL
ENGINEER OF RECORD IS REQUIRED PRIOR
TO JOB USE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ATTACH A COPY OF THIS
NIIX DESIGN TO THE BACK OF THE DPD
APPROVED PLANS ON THE PAGE THAT
CONTAINS THE GENERAL NOTES.
Stoneway Concrete
Date Issued: 2/3/2007 Where Quality Counts
1915 MAPLE VALLEY HW Y
Supplier. Stoneway Concrete Mix Code must be used when ordering concrete. RENIUK WA 98055
0191
Customer: City of Seattle DPD rAX(425)728.4924
Project 2007 Continuous Approval Plant: 14 Houser Usage: 2007 Continuous Approvals
Mix ID: 6003
i
Malarial Rnttrrp r]acerinfinn ARTM Soec. Gravitv m Wainhl rlh)
Coarse Aggregate
Icon Pit# A-464
AASHTO #57 (314)
C33
2.69
1,969
Fine Aggregate
Icon Pit# A464
Class 2/Concrete Sand
C33
2.60
1.202
Type I-11
Ash Grove
Type l-II
C150
3.16
564
Type A Water Reducer
W.R. Grace
WRDA-64
C494
1.21 28.2
Air Entrainer
W.R. Grace
Daravair 1000
C260
1.10 3.0
City
City
Water
C94
1.00
240
j TOTAL 3,975
Specified Fc: 4,000 PSI
Specified Slump: 4.00 To 5.00 in. Designed Unit Weight: 146.1 Ibs,/cu.ft.
Specified Air. 3.50 To 6.50 %, Designed WIC + P Ratio: 0.43
Designed Air. 5.0 % Designed Volume: 27.20 cu.ft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefor: it Is the responsibility of the
project architectlengineer, and or contractor to insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (le. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added In accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious
content.
COMMENTS:
4 yard minimum on this mix design.
Approval of the structural engineer of record is required prior to job use
The maximum slump for this mix design is 5" at the truck chute.
THE TARGET SLUMP FOR PLACING
THIS MIX IS 4 INCHES. THE MAXIMUM
SLUMP OF 5 INCHES SHALL NOT BE
EXCEEDED FOR ANY REASON
Felix Chandre
Managerof Research and Development
1992-2607 Digital Site Systems, Inc. Page28
CITY OF SEATTLE
Department of Planning and Development.
CONTINUOUS APPROVAL STATUS
Fle (psi) : i ooD at 2-3 days.
Batch plant inspection is not required
Continuous approval good until: -L-It101
Approved subject to errors and omissions
Authorized by:�, {
NOTE: APPROVAL OF THE STRUCTURAL
ENGINEER OF RECORD IS REQUIRED PRIOR
TO JOB USE.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO ATTACH A COPY OF THIS
MIX DESIGN TO THE BACK OF THE DPD
APPROVED PLANS ON THE PAGE THAT
CONTAINS THE GENERAL NOTES.
Date Issued: • 2/3/2007
Supplier. Stoneway Concrete
Customer. City of Seattle DPD
Project 2007 Continuous Approval
Mix ID: 6003
Mix Code must be used when ordering concrete.
Plant: 12 Tukwila
Stoneway Concrete
Whore Quality Counts
1915 MAPLE VALLEY FIWY
RE,Ir , WA 98055
0rFICF•(425)226.100D
FAX.•(425)228 - 4924
Usage: 2007 Continuous Approvals
Material
Source
Description
ASTM
Spec. Gravity
oz. Weight (lb)
Coarse Aggregate
Icon Pit# A-464
AASHTO #57 (3/4)
C33
2.73
1,986
Fine Aggregate
Icon Pit# A-464
Class 2/Concrete Sand
C33
2.60
1,212
Type1-1I
Ash Grove
Type 1-II
C150
3.15
564
Type A Water Reducer
W.R. Grace
WRDA-64
C494
1.21
28.2
Air Entrainer
W.R. Grace
Daravair 1000
C260
1.10
3.0
City
City
Water
C94
1.00
240
TOTAL 4,002
Specified Pc : 4,000 PSI
I Specified Slump: 4.00 To 5.00 in. Designed Unit Weight 147.2 ibsJcu.ft.
j Specified Air. 3.50 To 6.50 % Designed W/C + P Ratio: 0.43
Designed Air. 5•0 % Designed Volume: 27.19 tuft.
NOTES:
Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the
project architectfengineer, and or contractor to Insure that the above designed mix parameters of compressive strength, water
cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections
4.1-4.3, and the local Building Codes).
Chemical admixtures are added In accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to
adjust these dosages to meet the changes in jobsite demands.
Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to Increase cementifious
content
COMMENTS:
' 4 yard minimum on this mix design.
Approval of the structural engineer of record is required prior to job use
The maximum slump for this mix design is 5" at the truck chute.
THE TARGET SLUMP FOR PLACING
THIS MIX IS 4 INCHES. THE MAXIMUM
SLUMP OF 5 INCHES SHALL NOT BE
EXCEEDED FOR ANY REASON
Felix Chandre
Manager of Research and Development
1992 - 2007 Digital Sim Sysicros, Inc.
CITY OF SEATTLE
Department of Planning and Development.
CONTINUOUS APPROVAL STATUS
F'c (psi) : `I, elan at_Adays.
Batch plant inspection is not required
Continuous approval good until: I .� L iV J �-
Approved subject to errors and omissions
Page30 Authorized by: 6t#,= at,
1 %1
ASH GROVE CEMENT COMPANY
=-.,uMm
"WESTERN REGION"
11811 N.E. First Street, Suite A310
Bellevue, WA 98005
Sales Office: (425) 688-0110
Toll Free: 1-800-665-4382
Fax: (425) 688-0122
January 25, 2007
Mr. Felix Chandra
Stoneway Concrete
1915 Maple Valley Highway
Renton, WA 98055
Dear Felix:
RE: Cement Certification
This letter is issued to certify that the cement we supply for your use is in conformance with the
requirements of ASTM C 150-04 for Type I and Type H cement including the low alkali
requirement in table 2 and which satisfies the Washington DOT specification. In addition, this
cement meets AASHTO M-85 requirements.
Attached you will find our Mill Analysis dated January 16, 2007, #2006-23, for Type I and Type
11 cement. This analysis is typical of the cement we manufacture at our plant in Seattle,
Washington. We further certify that this cement meets all the requirements of the "Buy
American Act."
If you should have any questions regarding the use of our product, please feel free to contact the
undersigned.
Sincerely yours,
Dave Burg
Technical Services Manager
DB:cf
Attachment
I
AFARG E
NC>RTH AMERICA
Cement
January 2007
Dear Sirs,
RE: Lafarge Cements Certificate of Compliance (2007)
This is to certify that the Lafarge portland cements produced at Seattle,
Washington, Trident, Montana, Richmond, BC, Kamloops, BC, and Exshaw, AB
Plants comply with ASTM C-150 for Types I, H, III and II-V. The Type I-SM
(MaxCem) cement produced at Seattle, WA complies with ASTM C-595 and
AASHTO M-240 specifications. Also, the NewCem (ground granulated blast
furnace slag) meets ASTM C-989 and AASTHO M-302 specifications. This applies
to both bulk and bagged product. Kamloops Mortar S complys with ASTM C-1329
and ASTM C-91.
Should you have any questions, please feel free to call me.
Sincerely,
Rob Shogren, PE
Technical Service Engineer
Lafarge North America
(206)-923-9953
WESTERN REGION
5400 West Marginal Way SW, Seattle, Washington 98106-1517
Office: 206.923.0098 or 800.477.0100 Fax: 206.923.0388
NewCem°Slag Cement
Provide flexibility in concrete
proportioning to a i t in achieving:
Reduced Permeability
Reduced Ingre of Chloride
High Sulfate Re i tance
Re i tance to Alkali Silica Reaction
Greater Strength Potential
Lower Temperature for Ma Concrete
Improved Workability
A Lighter, More Plea ing Color
Reduced Impact on the Environment
LLJ%FARGE
Lafarge NewCem'
(rag cement i a finely
ground, granulated bla t furnace
lag (GGBFS), a product of the
iron -making proce . Through
our exten ive di tribution y tem,
NewCem lag cement i available
for blending with conventional
portland cement at the concrete
plant to produce high -quality,
durable concrete
Front cover photo:
NewCem lag cement wa u ed to
con truct the thick wall and floor of the
Peel Re ervoir which erve the Regional
Municipality of Peel, Ontario.
Lafarge NewCem lag
cement provide a
ignificant contribution
to u tainable con truction.
The u e of NewCem
'y
lag cement in concrete
production con ume le energy and
offer improved efficiency and building
performance. NewCem lag cement can
al o be u ed to achieve LEED (Leader hip
in Energy and Environmental De ign)
point in the USGBC' (U.S. Green
Building Council) LEED program.
Slag i produced during the iron -manufacturing proce . During the manufacturing
proce the material are heated in a bla t furnace to a molten tate. The lag
ri e to the top and i eparated from the iron for further proce ing. When lag
i eparated from iron and rapidly cooled with water (granulated), the morphology
of the lag change . Thi morphology change provide the lag with it cementitiou
propertie . The granulated lag i then ground to a controlled finene greater
than that of Type I portland cement, and the fini hed product i ready for
hipment to our cu tomer .
The NewCem' Slag Cement Advantage To produce top-quality lag, a producer
need to have lag with an ideal chemi try from a con i tent ource and need to
have a granulator clo e to the lag ource to provide rapid quenching of the lag.
Lafarge plant have been de igned with the e criteria in mind.
Lafarge engineer and cienti t have led North America in the re earch and
development of pecification for lag. Today, Lafarge' knowledge and technical
experience i unequaled by any other producer of GGBFS. Lafarge' technical
taff i available to ready -mixed concrete producer , engineer and pecifier
for que tion about the proper u e of NewCem lag cement in any application.
NewCem'' Slag Cement and the Environment
NewCem lag cement i a product derived from the iron -making proce . It make
u e of by-product material that might otherwi e be landfilled. The u e of NewCem
lag cement in concrete ave virgin raw material that would otherwi e be needed
for the production of portland cement. NewCem lag cement al o require le
energy to produce than portland cement, o the amount of greenhou e ga e
relea ed into the environment i reduced when NewCem lag cement partially
replace portland cement in concrete. The re ult i uperior concrete with le
environmental impact.
i
Baltimore/Wa hington International Airport Parking Garage
Application for Lafarge
NewCemn Slag Cement
Light rail tunnel leading to the Minneapoli-St.Paul International Airport
High -Strength Concrete
In 1995, after the tragedy of the Oklahoma City bombing, engineer had to take a
new look at how they de igned tructure , e pecially federal building . For example,
con truction wa topped on the new FBI building in Wa hington, D.C. while
engineer and architect worked together to develop a de ign that would be more
re i tant to terrori t attack. One of the pecial de ign employed in the FBI building
wa for a very high- trength bla t wall. The concrete producer u ed a mix of
50 percent NewCem lag cement with 50 percent portland cement.
Another high- trength concrete project utilizing 50 percent NewCem lag cement
and 50 percent portland cement i Lincoln Square in Wa hington, D.C. The pecified
trength for thi project ranged on the high end from 8,000 p i to 12,000 p i.
De ign trength were u ually achieved in about even day , and 28-day trength
re ult were often over 15,000 p i.
Preca t/Pre tre
One of the earlie t u e of NewCem lag cement wa in preca t and pre tre ed
concrete. There were ome initial concern with u ing NewCem lag cement for the e
application becau e of NewCem' natural tendency to reduce the early trength of
the concrete. It wa hown; however, that NewCem lag cement react very well
when concrete i cured at elevated temperature .
The light rail tunnel leading to the Minneapoli -St. Paul International Airport are
con tructed with preca t concrete tunnel liner containing NewCem lag cement.
Thi concrete met the low -permeability rating pecification.
Ma Concrete
A primary con ideration in de igning any ma concrete tructure i the development
of thermal crack due to temperature differential within the concrete. Cement
produce heat during the hydration proce . In the center of a ma concrete ection
the temperature of the concrete can build up quickly becau e there i no way for
the heat to di ipate. On the exterior of the concrete ection the heat di ipate
much more rapidly. When the temperature differential between the center of the
concrete ma and the exterior of the concrete become large enough, thermal
cracking can develop.
U ed in high percentage , NewCem lag cement ha been very effective in reducing
both the maximum temperature of the concrete and the rate of temperature ri e,
re ulting in a lower temperature differential between the center of the concrete ma
and the exterior of the concrete.
FBI Building, Wa hington, D.C.
t 9i 1�
fil�
It.Z'l"�y
i.t f9 ry jy Fy
sit
"� „ 9
as
Lincoln Square, Wa hington, D.
Advantage of Lafarge
NewCem° Slag Cement
Strength
While the u e of NewCem lag cement in high- trength application ha been
widely documented, the improvement in trength of concrete containing NewCem
lag cement i no le impre ive. When properly u ed, NewCem lag cement
will increa a the 28-day trength of the concrete by 5 to 25 percent. The highe t
trength increa a are found when the replacement level approache 50 percent.
High trength for concrete ubjeded to repeated flexural load i critical for the
long-term ervice life of highway , road and airfield runway . The u e of NewCem
lag cement not only provide trength, but al o greatly enhance the placeability
National Archive - silver spring, Maryland and fini hing characteri tic of low- lump concrete.
Che apeake Bay Bridge Tunnel, Virginia
In addition to increa ing the trength of the concrete, NewCem lag cement can
al o improve the con i tency of concrete trength . Mo t fluctuation in concrete
trength occur in the ummer, when high temperature can cau a lump to and
increa ed water demand. NewCem lag cement naturally retard the initial etting
time of concrete, which lead to more con i tent trength . For the a rea on ,
NewCem lag cement ha been cho en for project throughout North America.
Liberty View Tower - Jer ey City, New Jer ey
1-895 Interchange near Richmond, Virginia
Durability
Long-term durability i a recognized need for all concrete tructure . Concrete durability i affected by uch variable a trength,
con i tency, re i tance to extreme environmental condition and re i tance to chemical attack. When properly u ed, NewCem
lag cement can increa e the durability of concrete in everal way . In addition to increa ing the trength of concrete, it provide
re i tance to ulfate attack, help mitigate alkali ilica reaction , lower concrete permeability and decrea a concrete temperature .
NewCem' ability to dramatically increa a the durability of concrete make it an ideal ingredient for high-performance concrete.
For that rea on, many tate DOT' have pecified NewCem lag cement for their high-performance concrete mixe .
Permeability
One of the major concern with mo t concrete tructure
expo ed to freeze -thaw action i deterioration of the
tructure due to alt-induced corro ion of the reinforcing
teel. When reinforcing teel corrode , it take up more
volume than the original teel. Thi place the concrete
around the reinforcing teel in ten ion. Becau a concrete
ten ile trength i approximately 1/10 of the compre ive
trength, the corroding teel can ea ily cau a the concrete to
crack. Once a crack develop in the concrete, more chloride
or other aggre ive agent are provided an ea y path to the
reinforcing teel and further deterioration can be expected.
When u ed properly, concrete containing NewCem lag
cement can dramatically reduce the permeability of the
concrete, reducing the ingre of chloride from the reinforcing
teel and extending the life of the tructure.
Sulfate Re i tance
Sulfate , which are pre ent in eawater, a well a in ome
oil and in wa tewater, react with the alumina in hardened
portland cement pa to to cau a deleteriou expan ion.
Concrete containing NewCem lag cement can — in mo t
ca e — provide uperior re i tance to ulfate attack due to a
decrea a in the cement compound that can cau a expan ion.
Al o contributing to ulfate re i tance i the decrea a in
permeability of the concrete, which reduce the movement
of ulfate olution in the concrete.
Re i tance to ulfate attack may vary according to the
chemi try of the cement and the lag cement u ed. Any
combination of the a material hould be to ted to a ure
that de ired ulfate re i tance level are achieved. Con ult
a Lafarge Cement Technical Repre entative before u ing
NevvCem in ulfate environment.
ASR
The deterioration of concrete by the action of alkali ilica
reaction (ASR) i a concern in many area of North America.
ASR i a chemical reaction that occur between the alkali
in portland cement and certain iliceou aggregate . The e
aggregate , when placed in a highly alkaline olution and
in the pre ence of moi ture, form an expan ive gel that can
cau a the concrete to crack. If the crack reach the urface
of the concrete, a path i opened for the rapid ingre of
additional moi ture, which will further fuel the reaction.
NewCem lag cement can reduce thi potential expan ion
in three way . It reduce the effective alkali loading of
the concrete. It react with the effective alkali in portland
cement and make them unavailable to react with the reactive
aggregate . Finally, NewCem lag cement can reduce the
permeability of the concrete, which reduce the ingre of
moi ture that i available for the reaction.
Hart field International Airport, Atlanta, Georgia
Raven ' Stadium, Baltimore, MD
Company Profile
Lafarge North America i
part of the Lafarge Group.
The world leader in building
material , active on five
continent , the Lafarge Group
hold leading po ition in all
four of it divi ion — cement,
aggregate and concrete,
roofing and gyp um.
By focu ing on developing
and improving building material ,
Lafarge put the cu tomer at
the core of it trategy; li tening,
re ponding and delivering.
Lafarge offer the con truction
indu try innovative olution
that bring afety, comfort and
beauty to our everyday live .
Lafarge North America Inc.
12950 Worldgate Drive
Suite 500
Herndon, VA 20170
www.lafargenorthamerica.com
Limited Warranty
Lafarge NewCem' Slag Cement: A proven
performer for more than two decade
For more than two decade , NewCem lag cement ha been u ed in conjunction with
regular portland cement to produce improved concrete propertie for architect , engineer ,
contractor , ready -mixed concrete and concrete product producer . Today, Lafarge
maintain NewCem' market leader hip through con i tent product quality backed by
olid technical experti e.
Product claim are ba ed on proper u e in accordance with recognized
indu try tandard . Plea a contact your Lafarge Regional Office for pecific
product information, availability and ordering.
Great Lake Region River Region We tern Region
Bingham Farm , Michigan Lee' Summit, Mi ouri Calgary, Alberta
Phone:248-594-1991 Phone: 816-2 51-2100 Phone:403-271-9110
Fax:248-594-4471 Fax:816-347-1884 Fax:403-278-2738
Northea t Region
Montreal, Quebec
Phone: 514-861-141 1
Fax: 514-861-6917
Southea t Region
Alpharetta, Georgia
Phone: 678-746-2000
Fax: 678-746-2007
Lafarge North America
Cement Operating Region
A A
w:-.. ♦ A
A
Lafarge warrant that Lafarge NewCem lag
cement meet the requirement of ASTM C 989
and CSA-A3001. Lafarge make no other
warranty, whether of merchantability or fitne
for a particular purpo e with re pest to Lafarge
NewCem lag cement. Having no control over it
e, Lafarge will not guarantee mini work i LAFARG E
n which Lafarge Newi NewCem lag cement u ed.
PBNCU 8/05 NORTH AMERICA
® Printed on recycled paper
A ;, Cem.ec R<gicrs
4 A
f W_
Aggregate Source Approval Report
WSDOT MATERIALS LAB 02/01/2007
Aggregate Source Approval Report
Owner: La Pianta Limited Partnership Aggregate Source: PS-A-464
Leasee: Icon Materials, Inc. Known as: Auburn Pit
Located in: SW1/4 SW1/4 SEC 28, S1/2 SE1/4 SEC County: King
29 Section 28,29, T21N R5E
Remarks:
Pit Run Materials:
Prior to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be
performed to determine if the material does in fact meet specification for the intended use:
Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe
Bedding Material for Thermoplastic Blending Sand Foundation Material for Classes A, B or C
Pipe
Gravel Backfill for Drains and Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding
Drywells
Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket
Select or Common Borrow
No Preliminary Tests are required to be performed by the State Materials Lab
Gravel Base: Test Date: 05/06/1996
Expiration Date: 05/06/2006
Drainage: R Value: 75 Swell Pressure: 0
Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and
approval of this site as a source of GRAVEL BASE is required prior to use.
Mineral Agg. and Surfacing: Test Date: 04/10/2006 Expiration
Date: 04/10/2011
Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.706 Bulk Sp. G.:
Deg: 73 LA: 15
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 Backfill for Foundation Class A HMA Other Courses
HMA Wearing Course Maintenance Rock Shoulder Ballast
Acceptance tests need to be performed as necessary.
file:///PI/2007%2OCerts/ASA%2OA464%20%2O2007.htm (1 of 2)2/1/2007 2:01:44 AM
Aggregate Source Approval Report
Portland Cement Concrete Aggregates: Test Date: 11/01/2003
Date: 11/01/2008
ASR -14 Day: 0.19 ASR - One Year: CCA Absorption: 1.03 CCA Sp.G: 2.694
FCA Absorption: 1.58 FCA Organics: 1 FCA Sp. G: 2.643 LA: 15
Mortar Strength: Petrographic
Analysis:
Currently approved for:
Coarse Concrete Aggregates
Fine Concrete Aggregates
Acceptance tests need to be performed as necessary
Riprap and Quarry Spalls:
Test
Date: 04/10/2006 Expiration Date:
Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.706 Bulk Sp. G.:
Deg: 73 LA: 15
Expiration
Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and
approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use.
Distribution: Physical Testing Project Engineer.
Materials
Aggregate Source Approval System
Region Operations Region
file:///PI/2007%2OCerts/ASA%2OA464%20%2O2007.htm (2 of 2)2/l/2007 2:01:44 AM
Aggregate Source Approval Report
WSDOT MATERIALS LAB 02/01/2007
Aggregate Source Approval Report
Owner: Glacier Northwest Aggregate Source: PS-B-335
Leasee: Known as: DuPont Pit
Located in: A part of Section 22 and 23 Section 23 County: Pierce
T19N R1E
Remarks:
Pit Run Materials:
Prior to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be
performed to determine if the material does in fact meet specification for the intended use:
Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe
Bedding Material for Thermoplastic Blending Sand
Pipe
Gravel Backfill for Drains and Gravel Backfill for Foundation Class B
Drywells
Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket
Select or Common Borrow
Foundation Material for Classes A, B or C
Gravel Backfill for Pipe Zone Bedding
No Preliminary Tests are required to be performed by the State Materials Lab
Gravel Base: Test Date: 04/22/2005
Expiration Date: 04/22/2010
Drainage: Free R Value: 77 Swell Pressure: 0
Currently approved as a source of aggregate for:
Bank Run Gravel for Trench Bkfl
Gravel Base
Acceptance tests need to be performed as necessary
Mineral Agg. and Surfacing: Test Date: 04/11/2005 Expiration
Date: 04/11/2010
Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.704 Bulk Sp. G.:
Deg: 74 LA: 16
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 Backfill for Foundation Class A HMA Other Courses
HMA Wearing Course Maintenance Rock Shoulder Ballast
Acceptance tests need to be performed as necessary.
file:///PI/2007%2OCerts/ASA%2OB-335%20%202007.htm (I of 2)2/l/2007 2:05:31 AM
Aggregate Source Approval Report
Portland Cement Concrete Aggregates:
Date: 03/19/2008
ASR - 14 Day: ASR - One Year:
FCA Absorption: 1.34 FCA Organics: 3
Mortar Strength: Petrographic Analysis: Pass
Currently approved for:
Coarse Concrete Aggregates
Fine Concrete Aggregates
Test Date: 03/19/2003
CCA Absorption: 0.82 CCA Sp.G: 2.701
FCA Sp. G: 2.652 LA: 14
Acceptance tests need to be performed as necessary
Riprap and Quarry Spalls: Test
Date: 04/11/2005 Expiration Date:
Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.704 Bulk Sp. G.:
Deg: 74 LA: 16
Expiration
Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and
approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use.
Distribution: Physical Testing Project Engineer Region Operations Region
Materials
Aggregate Source Approval System
file:///PI/2007%20Certs/ASA%20B-335%200/o202007.htm (2 of 2)2/1/2007 2:05:31 AM
GRACE
January 4, 2007
Felix Chandra
Stoneway Concrete
1915 Maple Valley Highway
Renton, WA 98055
Dear Felix:
Grace Construction Products
W.R. Grace & Co. - Conn.
293 Wright Brothers Avenue
Livermore, CA 94551
(925) 443-9700
(925) 443-9701 Fox
This is to certify that DARAVAIR® 1000, an air -entraining admixture, as
manufactured and supplied by Grace Construction Products, W. R. Grace & Co. -
Conn., is formulated to comply with the Specification for Air -Entraining Admixtures
for Concrete, ASTM: C 260 (AASHTO M 154).
DARAVAIR® 1000 does not contain calcium chloride or chloride containing
compounds as a functional ingredient. Chloride ions may be present in trace
amounts contributed from the process water used in the manufacturing.
The foregoing is in addition to and not in substitution for our standard Conditions of
Sale printed on the reverse side hereof.
Michael Gardner
Technical Services Manager
Grace Construction Products
P R O D U C T
Cie cription
Daravair® 1000 i a liquid
air -entraining admixture that
provide freeze -thaw re i tance,
yield control, and fini hability
performance acro the full range
of concrete mix de ign . Daravair
1000 i a clean, light -orange
product de igned to generate
pecification-quality air y tem .
Ba ed on a high-grade aponified
ro in formulation, Daravair 1000
i chemically imilar to vin ol-
ba ed product , but with
increa ed purity and upply
dependability.
e
Daravair 1000 air -entraining
admixture may be u ed wherever
the purpo eful entrainment of air
i required by concrete pecifica-
tion . Formulated to perform
acro the entire pectrum of
production mixe , Daravair 1000
generate quality, freeze -thaw
re i tant air y tem in concrete
condition that include the
following:
• Low Slump
• Paving
• Central Mix
• Extruded Slip Form
• Mixe Containing Hot Water
and Accelerator
• Preca t
Daravair' 1000
Air -Entraining Admixture ASTM C 260, AASHTO M 154
• High Cement Factor
• Fly A h and Slag
• Superpla ticizer
• Manufactured Sand
Air -Entraining Action
Air i incorporated into the con-
crete by the mechanic of mixing
and tabilized into million of di -
crete emi-micro copic bubble in
the pre ence of a pecifically
de igned air -entraining admixture
uch a Daravair 1000. The e air
bubble act much like flexible ball
bearing increa ing the mobility,
or pla ticity and workability of
the concrete. Thi can permit a
reduction in mixing water with no
to of lump. Placeability i
improved. Bleeding, pla tic
hrinkage and egregation are
minimized.
Through the purpo eful entrain-
ment of air, Daravair 1000
markedly increa e the durability
of concrete to evere expo ure
particularly to freezing and thaw-
ing. It ha al o demon trated a
remarkable ability to impart re i -
tance to the action of fro t and
deicing alt a well a ulfate, ea
and alkaline water .
GRACE
Con truction Product
Compatibility with Other
Admixture
Daravair 1000 air -entraining
admixture i fully effective and
compatible in concrete with other
admixture . EACH ADMIX-
TURE, HOWEVER, SHOULD
BE ADDED TO THE CON-
CRETE SEPARATELY.
Addition Rote
There i no tandard addition rate
for Daravair 1000 air -entraining
admixture. The amount to be
u ed will depend upon the
amount of air required for job
condition , u ually in the range of
4 to 8%. Typical factor which
might influence the amount of air -
entraining admixture required
are, temperature, cement, and
gradation, and the u e of extra
fine material uch a fly a h and
micro ilica. Typical Daravair
1000 addition rate range from
50 to 200 mU100 kg (3/4 to
3 fl oz/100 lb ) of cement.
The air -entraining capacity of
Daravair 1000 i u ually
increa ed when other concrete
admixture are contained in the
concrete, particularly water -
reducing admixture and water -
reducing retarder . Thi may
allow up to a two -third reduc-
tion in the amount of Daravair
1000 required.
Mix Adju tment
Entrained air will increa a the
volume of the concrete making it
nece ary to adju tthe mix pro-
portion to maintain the cement
factor and yield. Thi may be
accompli hed by a reduction in
water requirement and aggregate
content.
Di pen ing Equipment
A complete line of accurate auto-
matic di pen ing equipment i
available. The a di pen er can
be located to di charge into
the water line, the mixer, or on
the and.
Packaging
Daravair 1000 air -entraining
admixture i available in bulk,
delivered by metered tank truck
and in 210 L (55 gal) drum .
Daravair 1000 contain no flam-
mable ingredient . Daravair 1000
will freeze at about -1aC (30aF)
but it air -entraining propertie
are completely re tored by
thawing and thorough mechanical
agitation.
Architect ' Specification
Concrete hall be air entrained
concrete, containing 4 to 8 %
entrained air. The air content in
the concrete hall be determined
by the pre ure method (ASTM
De ignation C 231) or volumetric
method (ASTM De ignation C
173). The air -entraining admix-
ture hall be a completely neutral-
ized to in olution, uch a
Daravair 1000, a manufactured
by Grace Con truction Product ,
or equal, and comply with
tandard pecification for air -
entraining admixture (ASTM
De ignation C 260). The air -
entraining admixture hall be
added at the concrete mixer or
batching plant at approximately
50 to 200 mU100 kg (3/4 to
3 fl oz/100 lb ) of cement, or in
uch quantitie a to give the pec-
ified air content .
w9b Vi it our web ite at: www.gc"race.com i.1 printed on recycled paper
W.R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140
Daravair i a too teed tradanark of W.R. Grace & Co. -Coon.
We hope the Information here will be hdp(d. It i ba ed on data and knowledge n idered to be true and acc—rc, and i offered for the u er 'con idaationn,, i in n
and verification, but we do not warrant, the re ulr ro be obained. Plea a read all ma-ent , recommendation or ugg, [ion njnr�ion with our coMirim of ile'
which appply ro all ¢ood applied by u . No con-ent, recommendation or a lion i tended for any u e which would inf any pa[ertr a mpyrighe W. R. Grace
& C..-Cam, 62 Whittemore A--, Cambridge, MA 02140. In Canada, W. R. Grace & Co. Canada, Ltd. 294 Clemem R=%e 4 Al Omm�., Canada LIS 3C6.
Thi product may be covered by patent or patent pending. Copyright 1999. W.R. Grace & Co. -Cow. AIRJC Printed in USA. 4/99 FAIGPS/SM
GRACE
Con truction Product
GRACE
January 4, 2007
Felix Chandra
Stoneway Concrete
1915 Maple Valley Highway
Renton, WA 98055
Dear Felix:
Grace Construction Products
W.R. Grace & Co. - Conn:
293 Wright Brothers Avenue
Uvermare, CA 94551
(925) 443-9700
(925) 443-9701 Fax
This is to certify that DARASETIO 200, a- non -corrosive, non -chloride set -accelerating
admixture, as manufactured and supplied by Grace Construction Products, W. R.
Grace & Co. --Conn., is formulated to comply with the Specification for Chemical
Admixtures for Concrete, ASTM: C 494, Type C, (AASHTO M 194, Type C).
DARASET® 200 does not contain calcium chloride or chloride containing compounds
as a functional ingredient. Chloride ions may be present in trace amounts
contributed from the process water used in the manufacturing.
The foregoing is in addition to and not in substitution for our standard Conditions of
Sale printed on the reverse side hereof.
Michael Gardner
Technical Services Manager
Grace Construction Products
61
P R O D U C T
De cription
Dara et® 200 i a non-corro ive,
non -chloride admixture for
concrete. It accelerate cement
hydration re ulting in hortened
etting time and increa ed early
compre ive and flexural
trength . Dara et 200 doe not
contain calcium chloride and i
completely non-corro ive to
reinforcing teel, to metal deck
and to metal component of
admixture torage and di pen ing
y tem . It i formulated to
comply with ASTM C 494,
Type C, and can be u ed at any
do age to comply with ACI 318
guideline for chloride content of
concrete. Dara et 200 weigh
approximately 1.38 kg/L
(11.5 1b /gal).
Ue
Dara et 200 may be u ed
wherever it i de irable to reduce
the etting time of concrete and/or
to increa a it early compre ive
and flexural trength . For mixe
de igned with pozzolan , uch a
fly a h or lag, Dara et 200 can
help off et the retarding effect of
the a material , e pecially in
cooler temperature .
Dara et'200
Set -Accelerating Admixture ASTM C 494 Type C
In cold weather, Dara et 200 may
be u ed to reduce the time that it
take the concrete to et, prior to
fini hing. Typical re ult how
that when concrete containing
Dara et 200 i poured at 10°C
(50°F), the concrete will et up to
2 hour fa ter than the reference
concrete.
When u ed in the manufacture of
preca t concrete, Dara et 200
peed the concrete' trength
development allowing for earlier
form removal and more efficient
production. Dara et 200 can al o
be u ed in ma onry mortar to
obtain higher early trength and
accelerated etting time effect .
Special Feature
Dara et 200 non-corro ive,
non -chloride et accelerator
provide etting time re ult and
early trength development
imilar to that provided by
calcium chloride, but without the
potential corro ive effect .
Dara et 200 can, therefore, afely
be u ed where the potential
corro ion of embedded or tre ed
teel mu t be avoided. It can al o
GRACE
Construction Products
be u ed in concrete that i to be
placed on teel clad or zinc coated
teel deck where corro ion mu t
be imilarly avoided.
Chemical Action
In concrete mixture , Dara et 200
accelerate the chemical reaction
between portland cement and
water. It peed up the formation
of gel — the binder that bond
concrete aggregate together.
Accelerated gel formation in turn
horten the etting time of
concrete, compen ate for the
et- lowing effect of cooler
weather, and contribute to the
development of higher early
trength .
Addition Rate
The amount of Dara et 200 u ed
will depend on pecific job
condition , on local material and
on the degree of et acceleration
and early trength development
required. Typical addition level
range from 650 to 3910 mll100 kg
(10 to 60 fl oz/100 lb ) of
cement but level a high a
6520 mI/100 kg (100 fl oz/100 lb )
of cement can be u ed.
Compatibility with other
Admixture
Dara et 200 i compatible in
concrete with Grace' complete
line of: Darex® II and Daravair®
air entraining agent , WRDA®
water reducer , Daracem®
midrange water reducer and
ADVA® uperpla ticizer .
Precaution hould be taken to
avoid mixing Dara et 200 with
other admixture before they
enter the concrete. However, once
they have been eparately added
to the mix, the product will
function a pre cribed.
Dara et 200 doe not affect the
color of concrete; however, when
a topping mix i placed over
urface clean ed with acid, the
prepared urface mu t be
thoroughly rin ed with water to
prevent di coloration.
Di pen ing Equipment
A complete line of accurate
di pen er i available. While
Dara et 200 may be added to the
mix on the and or in the water,
for greate t effectivene , we
recommend Dara et 200 be added
at the end of the batch cycle.
Similar to all concrete admixture ,
Dara et 200 hould not come into
contact with other admixture
prior to entering the concrete.
Packaging and Availability
Dara et 200 i currently available
in bulk quantitie by Grace
metered y tern , or in 210 L
(55 gal) drum . Dara et 200
freeze at approximately -230C
(-100F), but it et acceleration,
trength gain and non-corro ive
propertie are completely re tored
by thawing and thorough agitation.
Architect ' Specification
The et -accelerating admixture
hall be Dara et 200,
non-corro ive, non -chloride et
accelerator, a manufactured by
Grace Con truction Product .
The admixture hall be u ed in
trict accordance with the
manufacturer' recommendation .
The admixture hall comply with
ASTM De ignation: C 494 Type
C and will not contain purpo ely
added chloride or contribute to
teel corro ion. Certification of
compliance will be made available
upon reque t.
Concrete hall be proportioned in
accordance with Recommended
Practice for Selecting Proportion
for Normal Weight Concrete,
ACI 211.1 or Recommended
Practice for Selecting Proportion
for Structural Lightweight
Concrete, ACI 211.2, or in
accordance with ACI 318.
NOTE TO SPECIFIER:
Dara et 200 i not for u e in
freeze protection.
we, Vi it our web ite at: www.gracecon truction.com printed on recycled paper
W. R. Grace & Co. - Conn. 62 Whittemore Avenue Cambridge, MA 02140
Data a, Darex, Daravair, WRDA, Daracem and ADVA an, regi toed tradenurk of W. R. Grace & Co. - Conn.
We hope the infurtnation beer will be hdpphd. It i ba ed on darn and knowledge n idaed to be true and accurate and i offered for the u er 'coo idea n m tr r
d verification, but we do not warrant the ult to be obeamed. Plea a read all tammau , recor mendadon or uggc lion un mnlunc - n with our cottdin- 7 alq
which apply m all good ppplied by u . No tarement, recommendation or ugg Lion i " tended for any u e which would infringe any patent or copppp tt¢¢hht.
W. R. Grace & Co. - Cann., Z Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clemem Road, We t, Ajax, Ontario, Canada LIS 3C6.
Thi product may be covered by parent or parent pending. Copyright 2001. W. R. Gnaw & Gr. - Conn. 1)5-30 Printed in U.SA. 7t01 FA/GMM
GRACE
Construction Products
GRACE
January 4, 2007
Felix Chandra
Stoneway Concrete
1915 Maple Valley Highway
Renton, WA 98055
Dear Felix:
Grace Construction Products
W.R, Grace & Co, - Conn.
293 Wright Brothers Avenue
Livermore, CA 94551
(925) 443-9700
(925) 443-9701 Fax
This is to certify that WRDAG 64, a water -reducing admixture, as manufactured and
supplied by Grace Construction Products, W. R. Grace & Co. -Conn., is formulated to
comply with the Specification for Chemical Admixtures for Concrete, ASTM: C 494,
Types A & D (AASHTO M 194, Types A & D).
WRDAG 64 does not contain calcium chloride or chloride containing compounds as a
functional ingredient. Chloride ions may be present in trace amounts contributed
from the process water used in the manufacturing.
The foregoing is in addition to and not in substitution for our standard Conditions of
Sale printed on the reverse side hereof.
"I, � 4__�
Michael Gardner
Technical Services Manager
Grace Construction Products
P R O D U C T
Water -Reducing Admixture ASTM C 494, Type A and Type D
DeCtription
WRDA' 64 i0a polymer baud
aqueouCGlution of complex
organic compoundU WRDA 64 iU
a ready-to-uG low AGoOty liquid
which i0factory pre -mixed in
exact proportionUto minimize
handling, eliminate miffake0and
gueUivork.
WRDA 64 containUno calcium
chloride and weighUapproximate-
ly 1.21 kg/L (10.1 lb/gal).
t1Lbt1
WRDA 64 produceUa concrete
with lower water content (typical-
ly 8 to 10% reduction), greater
plaLficity and higher Urength. It iU
Aid in ready -mix plantU block
and concrete product plantO in
lightweight and preffrefGd work
... wherever concrete i0produced.
AdvantageO
WRDA 64 offerCOgnificant
advantage0over Tingle component
water reducerfJ Water reduction
and Eating timeUare more con@O
tent due to the polymer compo-
nentU WRDA 64 alLb performU
eLbecially well in concrete con-
taining fly A and other
pozzolanU
The uU of WRDA 64 produceUa
plaLfic concrete that iUmore
workable, eafler to place and
more finiOiable than plain or
other admixtured concrete. In the
hardened mate, WRDA 64 con-
crete haUhigher comprelMve and
flexural ffrengthUat all age0than
untreated or conventional admix-
tured concrete.
The greater degree of plafticity
achieved, compared with conven-
tional water -reducing admixturedi
allowUimproved finiLhability.
€init,haabiiity
FinifherUhave (fated that the
cement paLfe, or mortar, in
WRDA 64 admixtured concrete
hafJimproved trowelability. The
influence of WRDA 64 on the fin-
Aability of lean mixeUhaUbeen
particularly noticeable. Floating
and troweling, by machine or
hand, impartUa Gnooth, clot tol-
erance fiirface.
GRACE
ConQruction ProductO
Addition Rate
The addition rate range of WRDA
64 i10195 to 390 mL/100 kg
(3 to 6 fl oz/ 100 lb) of cement.
PreteUing iUrequired to determine
the appropriate addition rate for
Type A and Type D performance.
Optimum addition dependUon
the other concrete mixture com-
ponentU job conditiont] and
deflred performance
characterifficO
DiOpenCing Equipment
A complete line of accurate, auto-
matic d4enflng equipment iU
available. WRDA 64 may be
introduced to the mix on the (find
or in the water.
Compatibility with Other
AdmixtureO
WRDA 64 i0compatible in con-
crete with all air -entraining
admixtureMch a(JDarex® II AEA
and Daravair®. Due to the flight
air -entraining propertieUof
WRDA 64, itGlf, the addition
rate of air -entraining admixture
may be reduced by about 25%.
By combining the Ciparate effectO
of air -entraining and diQ)erflon,
the water requirement of concrete
may be reduced up to 15%.
EACH ADMIXTURE SHOULD
BE ADDED SEPARATELY. While
WRDA 64 containUno calcium
chloride, it f0compatible with cal-
cium chloride in concrete mixeU
Again, each Chould be added Gp-
arately.
Packaging
WRDA 64 iUavailable in bulk,
delivered by metered tank truckO
and in 210 L (55 gal) drumU
WRDA 64 containUno flammable
ingredientO It will freeze at about
-2eC (28`17), but will return to full
Urength after thawing and thor-
ough agitation.
Architectfl Specification for
Concrete Water -Reducing
Admixture
Concrete (hall be deflgned in
accordance with ACI Standard
Recommended Practice for
Selecting ProportionUfor
Concrete, ACI 211.
The water -reducing (or water -
reducing and retarding) admix-
ture (hall be WRDA 64, aU
manufactured by Grace
ConCfruction Producto or equal.
The admixture (hall not contain
calcium chloride. It fliall be uGd
in (frict accordance with the man-
ufacturertUrecommendationU The
admixture (hall comply with
ASTM Deflgnation C 494, Type
A water -reducing (or Type D
water -reducing and retarding)
admixtureU Certification of com-
pliance (hall be made available on
requetf.
The admixture (hall be confldered
part of the total water. The
admixture Cliall be delivered aUa
ready-to-uG liquid product and
(hall require no mixing at the
batching plant or job flte.
W.R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140
WRDA, Darex and Darevair are reoGned tademarkU W.R. Grace & Co. -Conn. GRACE
Wrhair the '.'b ian here will br iripfiil._11ra_noncond
and rerificatlm, but we do not warata the AltUto be obu..d. Plealk read all UaterrcmU reconanmdatlonUor (LpReUlonUn conpmctbn with av condmm
wroth appry m au r�ooMd!!ippikd by n0 N. C>utamara. rerommardatinn W IhFF i on iumta aed for �G which % .rf: a any p tans n wpy nigh w. R. Gr
& Co. Conn.. 62 VVhinemm Awmr. Cambridge. MA 02140. In Canada. W R. Grace & Co. Canada, Ltd. 294 ClementURuad, 4VeC1. Aj:tt. Ontmio. Canada LIS 3CC,
'NUproduct may ba—,,,d by p.1-1hr pat-01 nding. Copyright 1996. W.R. Gran,&Co. Co... CVID366C Primed in U.S.A. GIN FA/GM5XI Con Uruction ProductU
GRACE
January 4, 2007
Felix Chandra
Stoneway Concrete
1915 Maple Valley Highway
Renton, WA 98055
Dear Felix:
Grace Construction Products
W.R. Grace & Ca - Conn.
293 Wright Brothers Avenue
Uvermore, CA 94551
(925) 443-9700
(925) 443-9701 Fox
This is -to certify that the ADVAS 170, a high range water reducer, as
manufactured and supplied by Grace Construction Products, W.R. Grace & Co. -
Conn., is formulated to comply with the Specifications for Chemical Admixtures
for Concrete, ASTM: C494 Type F, AASHTO: M194 Type F.
ADVAS 170 does not contain calcium chloride or chloride containing
compounds as a functional ingredient. Chloride ions may be present in trace
amounts contributed from the process water used in manufacturing.
The foregoing is in addition to and not in substitution for our Standard
Conditions of Sale attached.
z 41 41)41 J1. I I
Michael Gardner
Technical Services Manager
Grace Construction Products
P R O D U C T
It
170
High Range Water -Reducing Admixture ASTM C 494, Type F
De cription
ADVA® 170 i a high range water -
reducing admixture pecifically
formulated to meet the need of
the Ready -Mix concrete indu try.
It i a low vi co ity liquid, which
ha been formulated by the
manufacturer for u e a received.
ADVA 170 i manufactured under
clo ely controlled condition to
provide uniform, predictable
performance and i formulated to
comply with pecification for
Chemical Admixture for
Concrete, ASTM De ignation C
494 a a Type F admixture.
ADVA 170 contain no intention-
ally added calcium chloride. One
liter weigh
• approximately
1.10 kg (one
gallon weigh
approximately
ADVA 9.2 lb ).
Ue
ADVA 170 Superpla ticizer
produce concrete with extremely
workable characteri tic referred
to a high lump. It al o allow
concrete to be produced with very
low water/cement ratio for high
trength.
While ADVA 170 i ideal for u e
in any concrete where it i de ired
to minimize the water/cement
ration yet maintain workability,
ADVA 170 i primarily intended
for u e in Ready -Mix concrete.
ADVA 170 i pecifically formu-
lated to have enhanced lump life,
compared to conventional poly-
carboxylate high range water
reducer , but without et time
exten ion to provide ea y place-
ment and u er friendly concrete
Advantage
1. ADVA 170 i highly efficient,
producing high lump concrete
at very low do age .
2. ADVA 170 i added to the mix
water for rapid batching.
3. ADVA 170 provide a uperior
combination of lump life with
near neutral et time.
4. ADVA 170 concrete, even at
high lump, exhibit no ignifi-
cant egregation in compari on
to concrete without a uper-
pla ticizer at the ame lump.
5. ADVA 170 concrete fini he
ea ily without tickine , potty
et, or tearing.
GRACE
Construction Products
Addition Rate
ADVA 170 Superpla ticizer addi-
tion rate can vary with type of
application, but will normally
range from 195 to 590 mL/100 kg
(3 to 9 fl oz/100 lb ) of cement. In
mo t in tance , the addition of
195 to 375 mLJ100 kg (3 to 6 fl
oz/100 lb ) of cement will be uf-
ficient. For be t re ult , ADVA
170 hould be added to the initial
mix water. At a given
water/cement ratio, the lump
required for placement can be
controlled by varying the addition
rate. Should condition require
u ing more than the recommend-
ed addition rate , plea a con ult
your Grace Repre entative.
ADVA 170 do age requirement
may al o be affected by mix
de ign, cementitiou content and
aggregate gradation . Plea a con-
ult with your Grace Con truction
Product repre entative for more
information and a i tance.
Compatibility with Other
Admixture
In concrete containing ADVA 170
Superpla ticizer, the u e of an air -
entraining agent ( uch a
Daravair® 1000 or Darex® II
AEA) i recommended to provide
uitable air void parameter for
re i tance again t freeze -thaw
attack. Due to ynergi tic effect
between ADVA 170 and air -
entraining agent , the quantity of
air -entraining admixture may be
reduced, plea a con ult your
Grace Repre entative.
Mo t Type A water reducer or
Type D water -reducing retarder
are compatible with ADVA 170 a
long a they are eparately added
to the concrete. Pre-te ting of the
concrete hould be performed to
optimize do age and addition
time of the e admixture . The
admixture hould not contact
each other before they enter the
concrete.
North American Cu tomer Service: 1-877-4AD-MIX1 (1-877-423-6491)
Di pen ing Equipment
A complete line of accurate, auto-
matic di pen ing equipment i
available.
Packaging
ADVA 170 i available in bulk,
delivered by metered tank truck ,
in 1250 L (330 gal) di po able
tote , and in 210 L (55 gal)
drum .
It will begin to freeze at
approximately 0°C (32°F), but
will return to full trength after
thawing and thorough agitation.
In torage, and for proper
di pen ing, ADVA 170 hould be
maintained at temperature above
0°C (32°17).
web Vi it our web ite at: www.gracecon truction.com C1 printed on recycled paper
W. R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140
ADVA, the ADVA logo, Daruvair and Dar" are regi wed trademark of W. R. Gram Sc Co. -Grain.
We hope the information here will be t Elie
r It i 1m e e on dam and ea, c read >n idered to be true and at:onor and i offered For the u er `um i— co n m.e rigarwn GRACE
and verification, but we do tro[ warant [he re ult to be ohmi d. plea, c read .ill m¢mrn[ , recotmnamdation or uggc than in m unction wi[h our cont]itim of ale,
which apply to all gwd upplied by u . No tatement, recommendation or ugge don i intended for an v u e which woul� infringe any patent or copyright.
W. R. Grace & Co: IAmt., 62 Whimemure Avenue, Cambridge, .iA 02140. In Canada, G— Canada, Inc., 294 dement R-d, We [. Aiax, Onmrio, Canada LI 3Cb.
Inn praluamaybecoveredbypatcon orparent pending. Copyright 2002.W.R.Grace &Co:Conn. DC-51 Primed in USA. 5103 FAIGMIM Construction Products
W. R. GRACE
MATERIALSAFETY DATA SHEET
Product Name: ADVA 170
MSDS ID Number: D-05690 MSDS Date: 04/28/2003
SECTION 1- CHEMICAL PRODUCT AND COMPANY IDENTIFICATION
Product Name:
MSDS Number:
Cancelled MSDS Number:
MSDS Date:
Chemical Family Name:
Product Use:
Chemical Formula:
CAS # (Chemical Abstracts
Service Number):
Manufactured by:
W.R.Grace & Co. -Conn
62 Whittemore Avenue
Cambridge, MA 02140
ADVA 170
D-05690
New
04/28/2003
Carboxylated Polyether
Concrete Additive
Mixture -NA
Mixture -NA
Grace Canada, Inc.
294 Clements Road West
Ajax, Ontario L1S 3C6
In Case of Emergency Call:
In USA: (617) 876-1400 In Canada: (905) 683-8561
SECTION 2 - COMPOSITIONANFORMATION ON INGREDIENTS
Ingredient
CAS#
Percent (max)
Gluconic acid
526-95-4
1-5
Ethylene oxide -Propylene oxide copolymer monobutyl
ether
9038-95-3
1-5
Sodium gluconate
000527-07-1
1-5
2-Propenoic acid, polymer with methyloxirane polymer
with oxirane, sodium salt
220849-25-2
25-50
SECTION 3 - HAZARDS IDENTIFICATION
Emergency Overview:
Warning!
Causes eye irritation. May cause burns.
Causes skin irritation. May cause burns.
May be harmful if ingested.
Corrodes Carbon Steel.
Flammable Hydrogen gas may evolve.
www.graceconstruction.com Page 1 of 9 08/21/03
W. R. GRACE
MATERIAL SAFETY DATA SHEET
Product Name: ADVA 170
MSDS ID Number. D-05690 MSDS Date: 04/28/2003
SECTION 5 - FIRE AND EXPLOSION HAZARD DATA
FlashPoint:
Flash Point Method:
Lower Explosion Limit:
Upper Explosion Limit:
Auto -Ignition Temperature:
NFPA Rating:
Health: 1
Flammability: I
Reactivity: 0
>200°F
Estimated (Aqueous system)
Not Available
Not Available
Not Available
Extinguishing Media: In case of fire, use water spray, dry chemical, Carbon dioxide or
foam.
Special Fire Fighting Procedures:
Wear self-contained breathing apparatus and complete personal protective equipment
when potential for exposure to vapors or products of combustion exist. Water may be
used to cool containers to prevent pressure build-up and possible auto -ignition or
explosion. Avoid breathing hazardous vapors or products of combustion, keep upwind.
Isolate area and keep unnecessary people away. Prevent run-off from fire control or
dilution from entering streams or drinking water supplies.
Unusual Fire and Explosion Hazards:
None unless noted below.
SECTION 6 - ACCIDENTAL RELEASE MEASURES:
Spills/Leaks:
Use proper personal protective equipment. Do not flush to sewer or allow to enter
waterways. Keep unnecessary people away.
If product is spilled observe precautions above. Sweep up or shovel spilled material and
place in suitable containers for recycle or disposal.
www.graceconstruction.com Page 3 of 9 08/21/03
W. R GRACE
MATERIAL SAFETY DATA SHEET
Product Name: ADVA 170
MSDS ID Number: D-05690
MSDS Date: 04/28/2003
Personal Protective Equipment:
Respiratory Protection: Respiratory protection is not normally required. However, a
chemical cartridge respirator with organic vapor cartridge is required at or above the
applicable exposure limits (Consult above Exposure Guidelines). If no limits exists, use
an approved respirator whenever a vapor or mist is generated or if respiratory irritation
occurs. Supplied air respirator (SCBA) is required at exposure levels above the
capabilities of a chemical cartridge respirator.
Skin Protection: Rubber or other impervious gloves should be worn to prevent skin
contact.
Eye Protection: At minimum, safety glasses with side shields should be worn at all
times. Splash goggles or face -shield should be worn when there is a potential for
splashing.
Work/Hygienic Practices: Use good personal hygiene practices.
SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES
Physical State:
Appearance/Odor:
Odor Threshold: (ppm)
PH:
Vapor Pressure: (Mm Hg)
Vapor Density: (Air = 1)
Solubility In Water:
Specific Gravity: (Water= 1)
Evaporation Rate: (Butyl Acetate = 1)
Boiling Point:
Viscosity:
Bulk Density: (Pounds/Cubic
Foot)(Pcf)
% Volatiles (gr/L): (70°F) (21°C)
Liquid
Light colored liquid with a slight odor of
acrylic acid.
Not Determined
3.0 - 5.0
<0.01 mmHg
>1
Miscible
—1.1
Not Applicable
>212°F/1000C
Unknown
Not Applicable
—70% (As Water)
SECTION 10 - STABILITY AND REACTIVITY
Chemical Stability:
Conditions To Avoid:
Hazardous Polymerization:
Hazardous Decomposition
Products:
Stable
None known for this product.
Will not polymerize.
None known for this product.
www.graceconstruction.com Page 5 of 9 08/21/03
W. R. GRACE
MATERIAL SAFETY DATA SHEET
Product Name: ADVA 170
MSDS ID Number. D-05690 MSDS Date: 04/28/2003
SECTION 14 - TRANSPORTATION INFORMATION
Proper Shipping Name:
UN/NA Number:
Domestic Hazard Class:
Surface Freight Classification:
Label/Placard Required:
Not Applicable
Not Applicable
Nonhazardous
Concrete/Masonry Plasticizer and Water
Reducing Compound.
Not Applicable
SECTION 15 - REGULATORY INFORMATION
REGULATORY CHEMICAL LISTS:
CERCLA (Comprehensive Response Compensation and Liability Act):
(None present unless listed below)
Chemical Name CAS # wt % CERCLA RQ
SARA Title III (Superfund Amendments and Reauthorization Act)
SARA Section 312/Tier I & H Hazard Categories:
Health Immediate (acute)
Yes
Health Delayed (chronic)
No
Flammable
No
Reactive
No
Pressure
No
302 Reportable Ingredients (Identification Threshold 1%.):
Chemical Name CAS # wt % SARA 302
TPQ
313 Reportable Ingredients (Chemicals present below reporting threshold are exempt):
Chemical Name CAS # wt %
www.graceconstruction.com Page 7 of 9 08/21/03
W. R. GRACE
MATERIAL SAFETY DATA SHEET
Product Name: ADVA 170
MSDS ID Number. D-05690 MSDS Date: 04/280003
SECTION 16 - OTHER INFORMATION
Non -Hazardous Ingredient Disclosure:
Water 007732-18-5
Prepared by: EH&S Department
Approved by: EH&S Department
Approved Date: 04/28/2003
Disclaimer:
"The data included herein are presented in accordance with various environment, health and
safety regulations. It is the responsibility of a recipient of the data to remain currently informed
on chemical hazard information, to design and update its own program and to comply with all
national, federal, state and local laws and regulations applicable to safety, occupational health,
right-to-Imow and environmental protection."
www.graceconstruction.com Page 9 of 9 08/21/03
National Ready Mixed Concrete Association
IT(( Certificate of Conformance
For
Concrete Production Facilities
NRMCATHIS IS TO CERTIFY THAT
Stoneway Seattle Plant, Seattle, WA
Stoneway Concrete
has been inspected by the undersigned registered 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 Batehing and Recordings of
Ceinentitious Materials, Aggregate, Water, and Chemical Admixtures
U�
I
Signature of Licensed Profess nal Engineer
January 24, 2007 February 08, 2009
Inspection Date Certification Expiration Date
This company will maintain these facilities in compliance with the Check List requirements and will
correc mptly any deficiencies which develop.
/G.G z0rC cide—es,/ 16177
Signature of Company Official
Title of Company Official
NOTICE: The Check Ust Indicates only that plant facilities are satisfactory for the production of concrete when property operated. Conformance of the
concrete Itself with specification requirements must be verified by usual inspection methods in accordance with sales agreements,
This certificate is Issued by the National Ready Mixed Concrete Association on verilicatlan that the production facility conforms to the requirements of the
NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this cerlificate may result In legal action,
Plant ID #: 801273
0 1965, 1992, 2001, 2002, 2006
Certification ID #: 8358
National Ready Mixed Concrete Association 900 Spring Street • Silver Spring • Maryland 20910
National Ready Mixed Concrete Association
IT(( Certificate of Conformance
For
Concrete Production Facilities
NRMCA THIS IS TO CERTIFY THAT
Stoneway Hoarser Plant, Renton, WA
Stoneway Concrete
has been inspected by the undersigned registered 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
February 09, 2007 February 09, 2009
Inspection Date Certification Expiration Date
This company will maintain these facilities in compliance with the Check List requirements and will
Corr p mptly any deficiencies which develop.
Vice,
Signature of Company Official
Title of Company Official
NOTICE: The Check List Indicates only that plant facilities are satisfactory for the production of concrete when property operated. Conformance of the
concrete itself with specification requirements must be verified by usual Inspection methods in accordance with sales agreements.
This certificate Is Issued by the National Ready Mixed Concrete Association on verification that the production facility conforms to the requirements of the
NRMCA Cerlificaflon of Ready Mixed Concrete Production Facilitles, QC3. Unauthorized reproduction or misuse of this certificate may result In legal action.
Plant ID #: 802812
C 1965, 1992, 2001, 2002, 2006
Certification ID #: 8360
National Ready Mixed Concrete Association 900 Spring Street • Silver Spring • Maryland 20910
National Ready Mixed Concrete Association
IT(( Certificate of Conformance
For
Concrete Production Facilities
NRMCA THIS IS TO CERTIFY THAT
Tukwila Plant, Tukwila, WA
Sion eway Concrete
has been inspected by the undersigned registered 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
Signature of Licensed
January 24, 2007
Inspection Date
Engineer
February 08, 2009
Certification Expiration Date
This company will maintain these facilities in compliance with the Check List requirements and will
correct mptly any deficiencies which develop.
Signature of Company Official
Title of Company Official
NOTICE: The Check List Indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformance of the
concrete itself with specification requirements must be vedried by usual Inspection methods in accordance with sales agreements.
This certificate Is issued by the National Ready Mixed Concrete Association on vedfication that the production facility conforms to the requirements of the
NRMCA Certification of Ready Mixed Concrete Production Facilities, QC3. Unauthorized reproduction or misuse of this certrcate may result in legal action.
Plant ID "":801275
0 1965, 1992, 2001, 2002, 2006
Certification ID #: 8359
National Ready Mixed Concrete Association 900 Spring Street • Silver Spring a Maryland 20910
s
Cellular
Low Strength
Flowable
Fill
t
Available
from your
Ready -Mix
Concrete
Supplier
Ce11F10WTM Controlled Low Strength Material
CeIlFlow is lightweight foam -enhanced cementitious fill ma-
terial, which is purchased from your local ready mix supplier.
CeIlFlow is manufactured by mixing portland cement, sand
and CeIlFlow liquid concentrate in the concrete mixer ac-
cording to exact pre-engineered mix designs.
CeIlFlow material is delivered ready for placement by fac-
tory -trained ready mix drivers directly to your jobsite .
CELLULAR CONCRETE'S 45 years of concrete experience
is backed by our highly qualified professionals and our ex-
tensive manufacturing and field support team.
GUIDE SPECIFICATION:
CeIlFlow CONTROLLED LOW STRENGTH
FILL MATERIAL
1: SCOPE OF WORK:
The CeIlFlow trained contractor shall furnish labor, materi-
als, equipment and supervision for the installation of Cell -
Flow fill material in accordance with the drawings and speci-
fications.
2:MATERIALS:
2.1 CeIlFlow liquid concentrate shall be supplied by
CELLULAR CONCRETE LLc. CeIlFlow Liquid Con-
centrate shall comply with the standard specifica-
tions of ASTM C869 when tested in accordance with
ASTM C-796.
2.2 Portland cement shall comply with ASTM C-150,
C-150 Type I, Il, or III .
2.3 Mixing water shall be potable and free from
deleterious amounts of acids, alkali, salts, oils and
organic materials which would adversely affect the
setting time or strength of the CeIlFlow fill material.
2.4 Admixtures for reducing water, accelerating set,
etc. may be used when specifically approved by
CELLULAR CONCRETE LLc and used in accor-
dance with the admixture manufacturer's recom-
mendations.
3: MIX DESIGN:
Mix Design shall be in accordance with CELLULAR CON-
CRETE uc's recommendations for a maximum compressive
strength of pounds/square inch (psi) at 28
days.
4: MIXING AND PLACING CeIlFlow:
Shall be delivered from a factory trained Ready -Mix concrete
company. CeIlFlow fill material shall be batched, mixed and
placed in a manner approved by Cellular ConcreteLLc.
5: TESTING:
Four (4) specimens shall be taken at the point of placement
for each 100 cubic yards of CeIlFlow fill material. Specimens
shall be prepared, handled, stored, cured and weighed to
determine density. Specimens should be tested for com-
pressive strength in accordance with ASTM C495.
6: SPECIAL CONSIDERATIONS:
Contact CELLULAR CONCRETE ALLENTOWN, PA (610)
398-7833 for design assistance, application and placement
recommendations.
low'
KZC ELLU LAR TM
CONCRETE LLc
MEARLCRETE' DIVISION
421 Schantz Road- Allentown, PA 18104 USA
610 398-7833 - Fax: 610 398-7050
info(a)cellular-concrete.com www.cellular-concrete.com
CF 905 0300
CITY OF RENTON TRACKING NO. 10.1
Transmittal of Shop Drawing or Submittal
For:
Hazen Reservoir
Item covered by this submittal:
CONTRACTOR: T BAILEY INC.
RH2 Job No.. REN 105.049
Precast Concrete
Refer to the fallowing attachment(s) for a detailed description of the item.
;applicable specification section(s): 3.24
❑ First Submittal OR ® Resubmittal No. 1
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
❑ Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ 1 ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
C()ntracto>r C0rnrncnts:
Date Returned to Subcontractor/Supplier:
Deviations Specifically- Noted:
2/21/200811:36 AM
J:\Data\REN\105-049\SDC\Submittals\Submittal 010.1 - Precast Concrete.doc
Date Received by RH2 Engineering: 2/12/08 Date Returned to Contractor: 2/21/08
Engineer's Comments:
2/21/2008 11:36 ANI
® Reviewed ❑ Revise and Resubmit
❑ Rejected ❑ Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
RIi2 ENGINEERING. INC.
Date:2/21 /08 By: Karla Secrist, Kyle
Pettibone P.E.
\REN\105-049\SDC\Subm ttals\Submittal 010.>' - Precast Concrete.doc
z-
B
Submittal #10.1
Hazen Reservoir
Renton, WA - Job #878
RH2 Engineering, Inc.
City of Renton
Project #: WTR-27-3214
3.24 Precast Concrete
General Contractor:
T BAILEY, INC.
12441 Bartholomew, Rd.
Anacortes, WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Precast Supplier:
Granite Precasting & Concrete Inc.
4115 Bakerview Spur
Bellingham, WA 98226
Voice 360-671-2251
Fax 360-671-0780
It is hereby certified that this equipment/material is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional
suitability.
T BAILEY, INC. By Date 02/12/08
I
30" X 30" SD H-20 Q
ALUM. HATCH EXCLUDES
CITY PADLOCKS
18" Wide Ladder Rungs
@12" O.C. on Underside
of Hatch Door Required
10'-4"
8'-4"
SIDE 54" X 54" DD H-20 ALUM. HATCH Al
EXCLUDES CITY PADLOCKS & o
DECHLORINATION BASKETS
(Opens 180 degrees)
HINGE SIDE 8„
Standoff
I � III II I I
2'-6" l �I I I I i 4' 4" 6-4„
LJ
1'-6"
1' Lifting Insert
2'-6" 4'-6" 1'-2" (4) Places Typ.
Lid, Riser & Base
4 -8 HINGE SIDE
PLAN
CORES TO BE DONE IN
FIELD BY CONTRACTOR 54" X 58" X 3"
BAFFLE WALL
8" EXT.
ALL AROUND
10'-4"
6 1/2"
8"
TI
• u
V-71/z" 17
3"
e 5-6" 4'-10"�
4 ��III I
I I I�I
EXTENDED
91�2 1 EL:456.00
—i �T
�— 8N
WEIGHT:
4484 LID: 3,560 Ibs
4484 SECTION: 2,110 Ibs
4484 BATHTUB BASE: 11,000 Ibs*
*HEAVY PICK
Approximate weight to be
verified on scale prior to shipping
4'-6"
V-6"
5-6" ICI
"I 71'
EL:449.83 ��Jj
�1V
i
12" Wide Sump
8„ 4" 8'-4„ 4,I
9'
ELEVATION
SPECIFICATIONS
1. Concrete: Fc=5,000 psi @28 days
2. Reber: ASTM A-615 Grade 60
3. Design: ASTM C-857 "Minimum Structural Design Loading
for Undergrounc Precast Concrete Utility Structures"
4. Loads: AASHTO HS-20
I I :7_rA #-kv
4" �14-41::: 4"
5'
END VIEW
M. LADDER
5. Backfill with granular free draining material (sand or pea
gravel) free of stones or cobbles greater than 4" in dia.
6. Holes cored to plan specifications.
7. Install lid prior to backfill.
Dechlorinatlan Vault
GRANITE S CONCRETE NC.
47 16 BAKEBVIEW SPUB. BF7 � SHAM. WA. 98226
(3601671-0251 1-BOO-BOB-0251 FAX: r3601677-0780
C U STOMER:
T BAILEY
AS I LATE: 11/26/07 SHEET: 1
3p DATE: 11/26/07 SCALE: 1/4"=1
1/16/071 CHA I REVISION
11/26/071 AS I ISSUE FOR APPROVAL
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION THAT SHALL NOT BE COPIED
OR DISCLOSED TO OTHERS WITHOUT THE EXPRESS WRITTEN PERMISSION OF GRANITE
PRECASTING AND CONCRETE.
®.
6-8" 6' A
Lifting Inserts
(4) Places Typ.
12'-8"
12'
9'
IJ
E J
Standoff
WEIGHTS:
612 MV LID:
6,800 Ibs
612 MV SECTION:
9,600 Ibs
612 MV BASE:
9,680 Ibs
ALUM. LADDER
NGE SIDE 10"
8" X 108" TD H-20
ALUM. HATCH EXCLUDES ZL
PLAN CITY PADLOCKS
18" Wide Ladder Rungs
@12" O.C. on Underside
of Hatch Door Required
B
L
8"
ti`+..
I
8
r . a..s...
C O
:T
11L JILJ � L� 1
T-9" 6'-5"
yl ,
6-5"
s�uJ
��IL a1L�
12" Wide Sum
With Galvanized
Grating
SECTION A -A
SCALE 1 / 48
SPECIFICATIONS
1. Concrete: Fc=5,000 psi @28 days
2. Reber: ASTM A-615 Grade 60
3. Design: ASTM C-857 "Minimum Structural Design Loading
for Undergrounc Precast Concrete Utility Structures"
4. Loads: AASHTO HS-20
Lifting Insert
(4) Places Typ.
-f- .']
B
—Galvanized
Pulling Iron
(2) per End
f
JIV
CORES TO BE DONE IN
FIELD BY CONTRACTOR
1'-6" x 1'-6"
(4) per Side
(4) per End
8" V-4 1/2"
YT
1
L
l' 1
I' 1
1
6' 6" j a 51
I�
V-4 1/2"
VIEW B-B 4 3/4" Dia.
SCALE 1 / 48 (4) per Side
5. Backfill with granular free draining material (sand or pea
gravel) free of stones or cobbles greater than 4" in dia.
6. Holes cored to plan specifications.
7. Install lid prior to backfill.
Pao-ECT: -:.,r_ TU?F: uSTCrn=a�
R42M RESERVOIR 6I R Flow Meter Vault T BAILEY
AS 11/26/07 SHEET: 1
JP 11/26/07 SCA'_E: 1/411=1,
41 1 fi BAKERV1ElN SPUR, 9F1 SHAM. W.ti 90226 1 1/ 16/ 07 CHA REVISION
[3fi0) fi71-2257 1-806AOB-2251 FAX: r360) 671-078(1 0 11/26/07 AS I ISSUE FOR APPROVAL
THIS OOC UMENI CONTAINS PNOPRIEIARY INFONMA:ION T'HAI SHALL NOT BE COPIEC
OR DISCLOSED TO OTHERS WITHOUT THE EXPRESS WRITTEN PERMISSION OF GRANITE
PRECASTING AND CONCRETE.
0" X 60" DID H-20 Al
ALUM. HATCH EXCLUDES
CITY PADLOCKS
18" Wide Ladder Rungs
@12"'d'k. on Undeislde
of Hatckb.wr Re4oi id
• V-2"
10"
s
5'
1'-4 112"
10"
f
CORES TO BE DONE IN
�--Hinge Side FIELD BY CONTRACTOR
3D MODEL
PLAN
Ming Inserts
Alum. Ladder (4) Pics. Typ.
8^ Lid & Section V-6"
8" V-4 1 /2"
CC IL
1
T 7" 6' 3"J 6'-6' Q 4' 10"41
y I =
Iv
q = e
i
' C C 1'-4 1 /2" L J
alvanized Knockout. nockout
12' Wid SECTION BB Pulling Iron 4 3/4" Dia. V-6" x 1'-6"
-
Sump w/ (2) Per End (4) per End END VIEW (4) per Side
Galvanized SCALE 1 / 48 (4) per Side (4) per End
Grating
WEIGHTS:
687 MV LID: 4,720 Ibs
687 MV SECTION: 7,490 Ibs
687 MV BASE: 7,130 Ibs
SPECIFICATIONS
1. Concrete: Fc=5,000 psi @28 days
5. Backfill with granular free draining material (sand or pea
2. Reber: ASTM A-615 Grade 60
gravel) free of stones or cobbles greater than 4" in dia.
3. Design: ASTM C-857 "Minimum Structural Design Loading
6. Holes cored to plan specifications.
for Undergrounc Precast Concrete Utility Structures"
7. Install lid prior to backtili.
4. Loads: AASHTO HS-20
-7
FROJEC T:
HAZI N RESERVOIR
STRUCTURE:
687 METER VAULT
1DRAWN:
CUSTOMER:
T BAILEY
AS
DATE: 11/27/07
SHEET:PRE1
1
TINS
GRANITE. CONCRETE INC.
CHECKED: JP
DAt: 11/27/07
scAIE: 1/4"=1
1
1/16/07
CNA
REVISI�Pd
4116 RAKFRVIEW SPUR, BEL-LINEiHAM, WA-98225
0 _F111271071
AS I
ISSUE FOR ENGINEERING
L-N4==- 3601 671-2251 1-880-888�251 FAX. (35M 671-0780
THIS DOCUMENT CONTAINS PROPRIETARY INFOP.MA;ION THAT SHALL NOi BE COPIED
OR CISC IOSED TO OTHERS 1NITY.OUT THE EXPRESS 11P1iTEN FE4.MISS'ON OF GRANITE
PRECASTING AND CONCRETE.
42" X 72" SD ALUM. HATC Al
H-20 EXCLUDES
CITY PADLOCK W/ 8" COLLAR
18" Wide Ladder Rungs
@12" O.C. on Underside
of Hatch Door Required
8" X 72" SD ALUM. HATCH
H-20 EXCLUDES CITY PADLO(
W/ 8" COLLAR
CORES TO BE DONE IN
15FIELD BY CONTRACTOR
14'
14'-10" Hinge Side
V-6"
I 7 -4 fA
6' j
-
8' 9'
V-7" I 6 I ISO VIEW
Standoff
19�
1' 6" — — _ = J I 2% Slope Require Q
from Edge of Hatch Opening
2'-6" T-6" 4' 2'-6" Down to Edge of Collar
2' 6" All Around Typ. for Both Hatches
Lifting Insert WEIGHT:
(4) Places Typ. Hinge Side 48" x 72" x 8" Hatch Collar: 1,700 Ibs
ALUM. LADDER PLAN 42" x 72" x 8" Hatch Collar: 1,700 Ibs 811
814 MV LID: 23,S50 Ibs o
814 MV BASE: 27,140 Ibs*
*HEAVY PICK
Approximate weight to
be verified on scale DETAIL E
42" X 72" X 8" 48" X 72" X 8" prior to shipping. SCALE 1/16
HATCH COLLAR HATCH COLLAR
s° B
711 E s,l
o
�l-
LJ
4 r� r� 4'-8"
1 I II�
L J L J J 8'-4" l
T-2" 8' ---- -- — ---
r1 r1 l l I f
4' LJ LJ J I l
4 6
,. J--- l
14'
78'
Knockout 12" Wide Sump B
1'-41, x V-8" With Galvanized
(8) Per Side SECTION A -A Grating
SCALE 1 / 64 VIEW B—B
SCALE 1 / 64
SPECIFICATIONS
1. Concrete: Fc=5,000 psi @28 days 5. Backfll with granular free draining material (sand or pea
2. Reber: ASTM A-615 Grade 60 gravel) free of stones or cobbles greater than 4" in dia.
3. Design: ASfM C-857 "Minimum Structural Design Loading 6. Holes cored to plan specifications.
for Undergrounc Precast Concrete Utility Structures" 7. Install lid prior to backfill.
4. Loads: AASHTO HS-20
STRUCTURE: CUSTOMER:
HAZM RESERVOIR ALTITUDE VALVE VAULT (B 141 T BAILEY
awu: AS 11 21 07 StiEET: 1 Of 1
CHECKED:JP 112107 SCALE: 316"=V-0"
GRANITE �� �fiINC.
41 I S BAKERVIEW SPUR, BELLEVEHAM, WA. 98225 1 1/16/07 CHA REVISION
[350) 571-0251 I-800-8013-2251 FAX- (350) 671-U780 0 111/21/071 AS I ISSUE FOR APPROVAL
-HS DOCI.MENT CONTANS PROPRIETARY iNf ORMATION THAT S14LL RCT BE COPIED
JR DISCLOSED TO OTHERS WITHOUT THE EXPRESS WRITTEN PER-S1CN Of GRANITE
=RFCASTINO AND CONCRETE.
f`-
(1J
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0
SUBMITTAL
LW PRODUCTS CO, INC.
8333-219th Street SE Bldg. A
Woodinville, WA 98072
425-483-0300 Fax:485-2058
DATE: 12 03 07
PART NO.
DESCRIPTION
BRAND/TYPE OF MODEL
REMARKS
HS-2A
301100" Single leaf H-20 alum access
door, ladder rungs on underside
H-20 load rating
LW Hatch/ Type HS Model
All LW Hatch Covers are
provided with spring lifts,
self locking support arms,
lifting handle, recessed
padlock hasp, 1 1/2" drain
coupling, 3/8" round
neoprene to achieve a
weather tight seal, slam
lock with removable handle,
all S.S. hardware, reinforcing
channel frame work, and 1/4"
aluminum diamond plate
door leafs.
HD-20:
42"x72" .Double leaf H-20 alum access
door, ladder run on underside
H-20 load rating
LW Hatch/ Type HD Model
IWC
48"x72" Double=leaf H-20 alum access
door
H-201oad rating
LW Hatch/ Type HD Model
HTD-3A
4$"x108" Triple leaf H-20 alum access
door ladder rungs on underside
H-201oad rating
LW Hatch/ Inc HTD Model
HD
54"x54," Double leaf H-20 alum access
apOr.`
H-20 load rating
LW Hatch/ Type HD Model
HD-4A
60"x60,' Double leaf H-20 alum access
door, ladder runs on underside
H-20 load rating
LW Hatch/ T e HD Model
i
i
i
DEC-3-2007 14:12 FROM:
TO:913606710780 P.3
Access Hatch
Model "HS" and " ID"
(H-20 Rating)
Aluminum.
Access Doors
Both type "HS" and type "HD" features
reinforcing channel framework that transfers the
the load from the 14" aluminum diamond plate
door leaf to the door frame, and our stainless steel
spring lift makes the opening of our hatch doors
easy. The locking support arm holds the doors
open automatically. We use 3/8" neoprene to
achieve a weather -tight seal.
All hardware used on our hatches is stainless
steel, 300 series, except the l %z" aluminum drain
coupling and the removable handle used for access
into the hatch.
All LW HATCHES are provided with a self -
latching stainless steel slam lock and with a recessed
padlock hasp so they can be locked with a padlock.
_ .._.-..._-A11 type "HS" and type "HD"doors are designee -fo—r
use in off street locations where not subjected to high
density traffic. However, special provisions may be
made to the hatch to allow use in higher density traffic
location when requested. May be cast in an 8" slab.
Type "HS"
(Single -leaf
door)
STANDARD
SIZE
-type "HU'
(Doublaleaf
door)
STANDARD
SIZE
LW PRODUCTS COMPANY, INC.
"ACCESS DOORS BIiILT
8333 —21 SP Street SE Bntidtgg A
Woodinville, Washirigfori 980n
Phone (425) 483-0300
Fax (425)485-2058
am"A' Type "HS"
(Single -Leaf Door)
��� y �L•
Type "Im"
(Double -Leaf Door)
Part #
A
B
C
D
E
F
G
HS-1
24"x24"
24"x30'
2446'
24'x42'
24"x48'
24'x60"
24'x72"
HS-2
307x3T
30"x36"
30"x42'
30'x48"
30"40"
30'x72"
30"x84"
HS-3
36°x36'
36'x42'
36x48"
36'40'
36'x72'
36'x84'
36'x96'
HS-4
42'x42'
42'x48'
42"x60" 142°x72'
I
42'x84'
I 42"x96'
42'x108'
HS-5
48"x48'
481x60"
48"x84'
I 48'x96'
48'x108'
Part #
A
a
C
D
E
F
HD-1
36'x48"
36'x60'
36'x72°
36-x84'
36'x96'
HD-2
42'x4T
QN48'
42'x60'
42"x72"
42'x84"
42'x96'
HD-3
48°x48"
48x60'
48"x72"
48x84'
48"x96'
HD-4
60x60"
60"x72"
600x84'
60'x96'
60"x108'
t 60"x120"
HD-5 l
72"x72'
72x844
172'x96'
72N108"
72"x120'
l 72°x132"
7n.dr.4
DEC-3-2007 14:12 FROM:
TO:913606710720 PA
Access Hatch
Model "HTD"
(H-20 Rating)
Aluminum
Access Doors
The "HTD"(Heavy Triple Leaf door) features
reinforcing channel framework that transfers the
the load from the'/" aluminum diamond plate
door leaf to the door frame, and our stainless steel
spring lift makes the opening of our hatch doors
easy. The locking support arm holds the doors
-- open automatically: We use 3/8"neoprene to — ---
achieve a weather -tight seal
All hardware used on our hatches is stainless
steel, 300 series, except the 1 '/2" aluminum drain
coupling and the removable handle used for access
into the hatch.
All LW HATCHES are provided with a self -
latching stainless steel slam lock and with a recessed
padlock hasp so they can be locked with a padlock.
All type "HTD" doors are designed for
use in off street locations where not subjected to high
density traffic. However, special provisions may be
made to the hatch to allow use in higher density traffic
location when requested. May be cast in an 8" slab.
Type uIm�
(Triple -leaf
doors)
STANDARD
LW PRODUCTS COMPANY, INC.
"ACCESS LNWMl g.UILT TO LAST"
8333 219�' Street SE, Building A
N o�inville, Washington 98072
Phone (425) 483-0300
Fax (425) 485-')058
Type "KID"
(Triple -Leaf Door) ebn are 710
*�K A.6d Ly1kdC
auwo,�
agar
Part #
A
B
C
D
E
F
G
HTD-1
36"x95"
36'x108'
36'x120'
36'x132'
36'x144"
36'x156'
HTD-2
42'xIOS'
42"x120"
42'x132'
42'x144'
42'x156"
42'x168"
HTD-3
48'x108"
48'x120'
48'x132'
48'x144"
48'x156'
48'x168"
HTD-4
54'x120"
54"x132'
54'x144'
54'xi56'
54N168"
CO
0
Plan view of a 30x3O Access Door
All aluminum const using 6061 t6
Drain: coupling
m
N
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425 483-0300
V
W
G
1 LIIJAV VA 1 vvN.J�7
i
LJW.Products Co Inc
i
Hinges
O
LL
M
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W
0
ITO x 72" Double Door Frame
A aluminum const using 6061 T6
Hinges /
425 483-0300
Padlock recess
coupling
W.Products Co Inc
48" x 72" Double Door Frame
aff .. num coast using 6061 T6
Hinges
7F
O
LL
M
4
Padlock recess
coupling
r`
01 M
425 483�0300 L.W.Products Co Inc
V
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LL
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F-
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481$x 108" Triple Leaf Access Door
Middle Leaf Opens First
Hinges
NTS
Anchor
Flanges
108
i
I
i
Drain
gutter
Bearing shelf i
�7
48
i
77777
I
in ura.coupiing
- 11s
Plan view of 54"x 54" Double Door hatch frame
57
Lug housings for springnu s
1 /4" Channel toe in
180 Degree hinge locations
54" x 54" Double Door Frame
all aluminum coast using 6061 T6
Hinges/
Padlock recess
"rl
Drain coupling
(D
Q
66
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425 483-0300 LW.Products Co Inc
0
ry
LL
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Plan view of a 60x60 Access Door
all aluminum const using 6061 T6
Hinges
425 483-0300
72
Padlock recess
68 —-j
Drain coupling
L.W.Products Co Inc
JAN-17-2008 15:37 FROM:
TO:913606710780 P.2
w
00
1
JAI-17-2003 15:37 FROM:
TO:913606710730 P.3
9-
�h
LW PRODUCTS COMPANY, INC.
83333 — 219`f' Street SF, Btdg. "A''
Woodinville, WA 98072
Phone (425) 483-0300 Fax (425) 485-2058
To Whom It May Concern: All products manufactured by LW
Products either meet or exceed Osha Design requirements
including Fixed Ladders.
Louis R Fairbairn. Pres.LW
Products AA69a�
M
Rc�-V A RC-",,e
CITY OF RENTON TRACKING NO. 10.0
Transmittal of Shop Drawing or Submittal
V , For
Hazen Reservoir
CONTRACTOR: T BAILEY INC.
RH2 Job No.: REN 105.049
Item covered by this submittal: Precast Concrete
Refer to the following attachment(s) for a detailed description of the item.
Applicable specification section(s): 3.24
® First Submittal OR ❑ Resubmittal No.
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
❑ Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ 1 ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
Contractor Comments:
Date Returned to Subcontractor/Supplier:
Deviations Specifically- Noted:
1/9/200811:36 AM
J:\Data\REN\105-049\SDC\Submittals\Submitta1010 - Precast Concrete.doc
Date Received by RH2 Engineering: 12/6/07 Date Returned to Contractor: 1 /9/08
Engineer's Comments:
The submitted precast concrete vaults appear to have a shallower sump than the specified Utility Vault Co.
precast concrete vault sump. While this variation appears to be acceptable, it not possible for us to verify that
the sump pump will work with the shallower sump without the sump pump submittal. The variations in the
design and potential consequences are done at the risk and expense of the Contractor.
A. General
1. Vault Ladder: per detail 516 on Drawing S07, the width of the ladder rungs is 18 inches.
Additionally, provide equally spaced rungs to include the top and bottom rungs.
2. All ladders must meet OSHA standards. Confirmation of this certification must be submitted for
review.
3. Per access hatch notes on Drawing M02 of the Plans, ladder rungs shall be provided on the
underside of the access hatch to match the vault ladder in width and depth.
B. Altitude Vault
1. Provide concrete risers as necessary to provide a 2% slope away from the hatch opening(s).
C. Dechlorination Vault
1. Confirm that the 54" x 54" hatch opens 180 degrees. This was not clear on the submittal.
2. The access hatch must be oriented as shown on Drawing M03.
❑ Reviewed ® Revise and Resubmit
❑ Rejected ❑ Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
RH2 ENGINEERING, INC.
Date:1/9/08 By: Karla Secrist
1/9/2008 11:36 AM ]:\Data\REN\105-049\SDC\Submittals\Submittal 010 - Precast Concrete.doc
or
I
PD
' 4-- 1 D -AH ., 4"-' y r - 12 1 Z ORC .
Submittal #10
Hazen Reservoir
Renton, WA - Job #878
RH2 Engineering, Inc.
City of Renton
Project #: WTR-27-3214
3.24 Precast Concrete
General Contractor
T BAILEY, INC.
12441 Bartholomew, Rd.
Anacortes, WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Precast Supplier:
Granite Precasting & Concrete Inc.
4115 Bakerview Spur
Bellingham, WA 98226
Voice 360-671-2251
Fax 360-671-0780
It is hereby certified that this equipmenUmaterial is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional
suitability
'j I
T BAILEY, INC. By Date 12106107
2" X 72" SD ALUM. HATCH
Hinge Sid H-20 EXCLUDES CITY PADLOCK
Lifting Insert W/ 8" COLLAR
(4) Places Typ. Inge Side
15'
14'
48" X 72" SD ALUM. HATCH
H-20 EXCLUDES CITY PI
W/ 8" COLLAR
4'-10" 5'-4" i
1'-6"
7-4" I I A
6 A — I T-4" 8' 9'
V-6" L L
2' 6" T-6" 2'-6" 4' 2'-6"
ALUM. LADDER
PLAN
CORES TO BE DONE IN
FIELD BY CONTRACTOR
42' X 72" X 8" Knockou
1'-4" x i'-8" 8" X 72" X 8"
HATCH COLLAR (8) per Side HATCH COLLAR
LJ L�
4 r-1 r-1 4'8"
L-� 9'-2" 8' — — — LJ —
4' LJ LJ
r (- 4'-6„
7" 14'
B
12" Wide Sump
SECTION A -A With Galvanized
SCALE 1 / 64 Grating
1'-7"
ISO VIEW
WEIGHT:
48" x 72" x 8" Hatch Collar:
1,700 Ibs
42" x 72" x 8" Hatch Collar:
1,700 Ibs
814 MV LID:
23,550 Ibs
814 MV BASE:
27,140 Ibs*
*HEAVY PICK
Approximate weight to
be verified on scale
prior to shipping.
91
VIEW B-B
SCALE 1 / 64
SPECIFICATIONS
1. Concrete: Fc=5,000 psi @28 days 5. Backfill with granular free draining material (sand or pea
2. Reber: ASTM A-615 Grade 60 gravel) free of stones or cobbles greater than 4" in dia.
3. Design: ASTM C-857 "Minimum Structural Design Loading 6. Holes cored to plan specifications.
for Undergrounc Precast Concrete Utility Structures" 7. Install lid prior to backfill.
4. Loads: AASHTO HS-20
PRCJE C T. STRUC : URE: C USTOMER:
HAZEN RESERVOIR ALTITUDE VALVE VAULT [R 141 T BAILEY
oRA,VN: AS DATE: 11 21 07 SHEET: 1 Of 1
ING HECK : 3P DATr: 11 2107 SCAIe 3 16"=V-0"
fi�jTE CONCRETE
& CONCRETE jr
41 16 BAKfRNLNl5PUR, RELLIN6HAM, WA.98226
1360j 671-2251 1-000-80"02 51 FAX- j36Q) 671-0780 0 11; 21/07 AS ISSUE FOR APPROVAL
F\- HER P;THCUT�T.�EC-NIT
ChERS Y,.iHCll- THE EK 5 NFi^.EN PERIAISE CN Cr y'HRN :E
., CNC 4� E.
5/8" HOLE FOR
'2" ANCHOR BOLTS TYP.
[NUM
CETS
3/8" x
ALUMINU
RAI I
4" SCH. 4
.UMINUM
PE RUNG
STRUCTURE: CUSTOMER:
T.®.D. ALMUMINUM LADDER LW PRODUCTS INC.
DRAWN: DAT:=: SHEET:
`�` H DATC: SCALE:
►1\ie. G AI ■ E & CONERIETE INC.
R1 16 HAFLEHVIEW SPUR, 9E1.L1N6NAM, WA. 90226
(360� 671-2251 1-90o-H6H-2251 FAX-- J3601 571-0700 0 2/20/06 10iA I ISSUE FOR APPROVAL
EXPq ESS WRITTLN oERMISS:ON OF (MMME
DEC-3-2007 14:12 FROM:
TO:913606710780 P.3
Access Hatch
Model "HS" and "HD"
(H-20 Rang)
Aluminum
Access Doors
Both type "HS" and type "HD" features
reinforcing channel framework that transfers the
the load from the %4" aluminum diamond plate
door leaf to the door frame, and our stainless steel
spring lift makes the opening of our hatch doors
easy. The locking support arm holds the doors
open automatically. We use 3/8" neoprene to
achieve a weather -tight seal.
All hardware used on our hatches is stainless
steel, 300 series, except the 1 %Z" aluminum drain
coupling and the removable handle used for access
into the hatch.
All LW HATCHES are provided with a self -
latching stainless steel slam lock and with a recessed
padlock hasp so they can be locked with a padlock.
All type "HS" and type "HD" doors are designed for
use in off street locations where not subjected to high
density traffic. However, special provisions may be
made to the hatch to allow use in higher density traffic
location when requested. May be cast in an 8" slab.
Type "HS"
(Single -leaf
door)
STANDARD
SIZE
Type "HD"
(Double -leaf
door)
STANDARD
SIZE
LW PRODUCTS COMPANY, INC.
"ACCESS DOORS BUILT TO LAST"
8333--219' Street SE, Build*# A
Woodinville, Washington 98072
Phone (425) 483-0300
Fax (425)485-2058
Type "HS"
(Single -Leaf Door)
V,cow
HWd -pm�..
e...hgs.r
Type "Im"
(Double -Leaf Door)
Part #
A
B
C
D
E
F
G
HS-1
24N24"
24'x30'
24N36'
24'x42'
24"x48"
24'x60'
24"x72"
HS-2
30"x3O'
WNW"
30"x42'
30N48"
WNW"
30"x72"
30'x84"
HS-3
36"x36'
36'x42'
36'x48"
36'x60'
36'x72'
36N84'
36'x96"
HS-4
42'x42'
42'x48-
42"x60`
42'x72' 1
42'x84'
42'x96'
42'x108"
HS-5
48'x48'
48'x60'
48"x84"
I 48'x96" I
48N108"
Part *
A
B
C
D
E
F
HD-1
36'x48"
36'x60`
36'x72"
36'x84'
36'x96'
HD-2
42'x42"
42'x48'
42'x60'
42"x72"
42'x84"
42"x96'
HD-3
48"x48"
48"60'
48"x72"
48'x84'
48046'
HD-4
60'40"
60"02"
60°x84'
60'x96"
60"008' 1
60"x120"
HD-5
72'x72'
72'x84"
72'x96'
72'x108" I
72'x120"
72'x132'
Tftapj.
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48" x 72" Double Door Frame
all aluminum const using 6061 T6
Hinges
425 483-0300
Padlock recess
rain coupling
L.W.Products Co Inc
O
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M
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0
48" x 72" Double Door Frame
all aluminum const using 6061 T6
Hinges /
425 483-0300
Padlock recess
80 rain coupling
I-
L.W.Products Co Inc
HINGE
1 2 6"
--
2'-6"
4'-8- �
30" X 30" SD H-20 J
ALUM. HATCH EXCLUDES
CITY PADLOCKS
CORES TO BE DONE IN
FIELD BY CONTRACTOR
10'-4"
8'-4"
6-10"
PLAN
4'-6"
SIDE
•54" X 54" DD H-20 ALUM. HATCH
EXCLUDES CITY PADLOCKS &
DECHLORINATION BASKETS O
O
— 11"
r 1
If
4,4" 6'-4"
II
LJ
— 11"
ifting Insert
V-2" (4) Places Typ.
Lid, Riser & Base
INGE SIDE
10'-4"
6 1/2"
11"
T --
V-71/2" U 3"
�I %I 5 -6"
4- �I 17 4'-2"
II �I
LLIWI.�--�
54" X 50" X 3"
BAFFLE WALL
EXTENDED
8" 8" EXT.I
ALL AROUND
---12" Wide Sump
8„ 4„ 4" 4"
9'
ELEVATION
WEIGHT:
4484 LID: 3,560 Ibs
4484 SECTION: 2,110 Ibs
4484 BATHTUB BASE: 11,000 Ibs*
*HEAVY PICK
Approximate weight to be
verified on scale prior to shipping
V-4"
11 L
4'-4" 4"
5'
END VIEW
LADDER
SPECIFICATIONS
1. Concrete: Fc=5,000 psi @28 days 5. Backfill with granular free draining material (sand or pea
2. Reber: ASTM A-615 Grade 60 gravel) free of stones or cobbles greater than 4" in dia.
3. Design: ASTM C-857 "Minimum Structural Design Loading 6. Holes cored to plan specifications.
for Undergrounc Precast Concrete Utility Structures" 7. Install lid prior to backfill.
4. Loads: AASHTO HS-20
PRC. ,-C T: STRUC TURF: C USTOMER:
HAZEN RESERVOIR 4484 MV W/ BAFFLE WALL T BAILEY
DRAWN: AS I
DATE: 11/26/07 1
SHEET: 1
CHE JP DATE: it 26 07 SCALE 1/4"=1'
e. rRIL"ITE K ..C.E E INC.
41 t 6 BAKERVIEW 9W111. 911L1N611AM, VIA. 982Z6
(360] 671-@251 1-80I{ 80.2251 FAX: 06m 571-076D 041 1/26/07 �—AS I ISSUE FOR APPROVAL
-".IS OGG'JM-_JT CCNTAihS PFCPR,E--f NFr.Rv-- i 7 SHRL'. N^.T BE
CR C5CL0S£0 -0 CTFEPS 'WITHCU' TF:E ;x PF £SS wF:T*EV PEFM.SS C'a CE GRANT
?RECASTING ANO CDNCRETE
5/8" HOLE FOR
1/2" ANCHOR BOLTS TYP.
MINUM
CKETS
3/8" x
ALUMINL
RAI
" SCH. 40
)MINUM
E RUNGS
T.B.D. IALNIUM1111UM LADDER F cusTD
w �DDucM INC.
DATE: iSFiEET:
rmITE S CONCRETIE INC.
s31 16 BANE mw 5P158. BFL 1l�HAM. WA. 98226
(35 1 571-2251 1-880-888-2251 FAX: [368) 671-0780
?/20/06 ICHA I ISSUE FOR APPROVAL _
^CUYENF CONTAINS PR:.P—T— INFGRNATOI! TEA: sit LI NOT 8E
C,DSED TO CTMERS PiRHCUT ".E DMESS WRITTEN. PERUMION Or
-ac _ rnN1—
Li j
LL
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4
1-4
Plan view of a 30x3O Access Door
All aluminum coast using 6061 t6
Drain coupling
425 483-0300
1 "UIVVJ!L It.VGJJ
L.W.Products Co Inc
Hinges
LL
54" x 54" Double Door Frame
all aluminum const using 6061 T6
Hinges/
425 483-0300
Padlock recess
Drain coupling
66
L.W.Products Co Inc
rC8" X 108" TD H-20
LUM. HATCH EXCLUDES
ITY PADLOCKS
I �
Lifting Inserts--J
(4) Places Typ.
WEIGHTS.
612 MV LID: 6,800 Ibs
612 MV SECTION: 9,600 Ibs
612 MV BASE: 9,680 Ibs
8"
i'
a
T-9" 6' 5"
v
8"
12" Wide Sump --
With Galvanized
Grating
PLAN
SECTION A -A
SCALE 1 / 48
( ---Lifting Insert
9 3/4" (4) Places Typ.
B
81
471
B
Pulling Iron
(2) per End
CORES TO BE DONE IN
FIELD BY CONTRACTOR
VIEW B-B
SCALE 1 / 48
a
51,
le
d
4 3/4" Dia.
(4) per Side
SPECIFICATIONS
1. Concrete: Fc=5,000 psi @28 days 5. Backfill with granular free draining material (sand or pea
2. Reber: ASTM A-615 Grade 60 gravel) free of stones or cobbles greater than 4" in dia.
3. Design: ASTM C-857 "Minimum Structural Design Loading 6. Holes cored to plan specifications.
for Undergrounc Precast Concrete Utility Structures" 7. Install lid prior to backfill.
4. Loads: AASHTO HS-20
PROJECT. : STRUCTURE: CUSTOMER:
HAZEN RESERVOIR 61 R MV T BAILEY
DRAWN: AS I
DATE: 11/26/07 1 SHEET: 1
A PRECASTING
CHECKED: ]P DATE: 11/26/07 SCALE: 1/4"=1'
GRANITE& CONCRETE INC.
4116 MAKERVMW SPUR, 0�.HAM, WA. R"Rr.
(3601 571-2251 1-000-008 2051 FAX.' (3601671-07en 0 11/26 07 AS I ISSUE FOR APPROVAL
* CCN rgiAS FaovvETq=Y -:-nIa'.:ER iHA' sn:., NCT ec -
-^ TC C`MERS WRF.CUT THE DPPESS W?!T�EN FERY,SSI^N
CCNCRE-.E.
5/8" HOLE FOR
1/2" ANCHOR BOLTS TYP.
3/8" x 3
ALUMINUM
RAIL!
SCH. 40
MINUM
RUNGS
IT.B.D. IAN WE ml UM LADDER l W PRODUCTS INC.
� ��T� Sc CONCRETE INC.
Rl 7 6 F7AKERS/tEW 51'UR, HE}.1I1V67LAM, WA. 9H226
(360j677-2257 7-HDiLBOH-2257 FAX: [3607671 -07H0
ISSUE
TO OTHERS MTHOUT TyE EXPRESS %'RN-aN PEPUL-SSION OF ORnNRE
n ,, -1-1
DEC-3-2807 14:12 FPOH:
TO:913666718780 P.4
Access Hatch
Model "HTD"
(H-20 Rating)
Aluminum
Access Doors
0--VImPow-he — P��
The "HTD"(Heavy Triple Leaf door) features
reinforcing channel framework that transfers the
the load from the '/4" aluminum diamond plate
door leaf to the door frame, and our stainless steel
spring lift makes the opening of our hatch doors
easy. The locking support arm holds the doors
open automatically. We use 3/8" neoprene to
achieve a weather -tight seal.
All hardware used on our hatches is stainless
steel, 300 series, except the 1 '/2" aluminum drain
coupling and the removable handle used for access
into the hatch.
All LW HATCHES are provided with a self -
latching stainless steel slam lock and with a recessed
padlock hasp so they can be locked with a padlock.
All type "HTD" doors are designed for
use in off street locations where not subjected to high
density traffic. However, special provisions may be
made to the hatch to allow use in higher density traffic
location when requested. May be cast in an 8" slab.
(Triple -leaf
doors)
STANDARD
LW PRODUCTS COMPANY, INC.
"ACCESS DOORS BUILT TO LAST"
8333 —219" Street SE, Building A
Woodinville, Washington 98072
Phone (425) 483-0300
F (425) 485 2058
ax
n_ Lod
Type "HTD"
(Triple -Leaf Door)
%.i"A.FidCy bd.
.
1k am *.It
Part #
A
B
C D
i E '
F
G
HTD-1
36"x96"
36'x108"
36°x120'
36"x132'
36*xl44'1
36"x156"
HTD-2
42"x108"
42"x120"
42"x132'
42"x144"
142"x156"
42'x168"
I HTD-3
48'x108°
48'x120'
48"x132°
48°x144"
48'x156°
48N168°
HTD-4
54"x120"
54"x132'
54'044'
54°x156"
54"x168"
End➢M
CEI
CL
48"x 108" Triple Leaf Access Door
Middle Leaf Opens First
Hinges
NTS
Anchor
Flanges
.. ... ... . . . ...
,
i°
a8
108
Drain
gutter
Bearing shelf
Drain coupling padlock recess
a 116
LL
r,
r-
m
L.W.Products Co.
U
1 2 -6"
B
6'-8" 6'
Hinge Sid
t
—
8' —
5'
�TV
Mn
PLAN
Sump w/ StU I lUN b-b
Galvanized SCALE 1 / 48
Grating
60" X 60" DD H-20
ALUM. HATCH EXCLUDES
CITY PADLOCKS
F-1 2"
10"
B
5'
_--I--Hinge Side
1'
10" \
CORES TO BE DONE IN
FIELD BY CONTRACTOR
Inserts
:s. Typ.
Section
V-4 1 /2"
;d
(2) Per End
4'-10"
V-4 1/2"
Knockout.
4 314" Dia.
(4) per End
(4) per Side
3D MODEL
V-4"
V-6" x V-6"
END VIEW (4) per Side
(4) per End
WEIGHTS:
687 MV LID:
4,720 Ibs
687 MV SECTION:
7,490 Ibs
687 MV BASE:
7,130 Ibs
SPECIFICATIONS
1, Concrete: Fc=5,000 psi @28 days 5. Backfill with granular free draining material (sand or pea
2. Reber: ASTM A-615 Grade 60 gravel) free of stones or cobbles greater than 4" in dia.
3. Design: ASTM C-857 "Minimum Structural Design Loading 6. Holes cored to plan specifications.
for Undergroune Precast Concrete Utility Structures" 7. Install lid prior to backfill.
4. Loads: AASHTO HS-20
PROTECT: STRUCTURE:
C U S?G14 t R:
HAZEN RESERVOIR 687 METER VAULT T HMLEV
DRAWN: AS GATE: 11/27/07
Cr+ CKE : JP
6RAlViTE GATe 11/27/07 scA.e 1/4"=1'
O CONCRETE INC.
411fi B 6WmEW BPum Hmizi imm, wA. 9B226
(360►fi77-225t 1-BOO-8U9-2251 FAX:(360i671-0700 0 11/27/07 AS I ISSUE FOR ENGINEERING
PVC �F.
5/8" HOLE FOR
1/2" ANCHOR BOLTS TYP.
INUM
KETS
3/8" x 3'
NLUMINUM
RAILS
SCH. 40
%IINUM
:RUNGS
IT.B.D. 1ALMUMINUM LADDER t PRDDUCTS INC.
�116 BAKEtZV1EYV5PLiR, BEltlllifiHAM, WA. 9822fi
(3fiOj fi71-2�51 1-80O-B0�2251 PA7Ce (368i 67t-0780
10 12/20106 1QiA ISSUE FOR APPROVAL
.TC T, 'ARHJUi THE EXPRESS MFTTEN
CD
m
f
J
Plan view of a 60x60 Access Door
all aluminum coast using 6061 T6
Hinges
425 483-0300
72
68—�
Padlock recess
Drain coupling
L.W.Products Co Inc
GRANITE PRECASTING & CONCRETE
Job: 2OT9 C-wtomer: T BAMEY, INN.
.lab Name; HAZEN RESERVOIR
Structure Product Dotaii
Itmn__ R LxA ptr !'raduct —rrpu0n Yards welum
Rfm CAENvc h 1 4' Casrng By Q1has 0.00 0
Ton 4 CBR 2A 1 24- C8 Ri5ER 000 1.120
Base C11-1 1 TYPE I CATCH EIASPJ 0.43 1.731
Stnjc(t" Totals 0.43 2,851
Elevations
Bev Arok Pipe We HoW Had ' Up' flem
iw:.�! agM3K I Type Fwam Width
i 449
•In
0_
0
12CiPEP KNOCKOUT .
_ I
— 1fr? _ 161 28
0 0! OA
_Bate
In
0
1
ol.0; OA
_
-
o
o; o o n
N-_-_
o
- -
0 0 0-B
ih
0
0; 0 0.0
I
0
---
01 01 0.0
rn
0
0' .0.01
i
Du=u Pb= TYPE i CATCH BASH
Pmductio: CB-1
Item: Base Sbepinceflm
Stuchire Cade: TYPE 1 CH
station:
Mm to Imeat
4.25'
Less Casting
3.92'
Invert to Floor
1.50
A4ustment(BrkkN1orQ
0.08'
Top 4
Base
Up To Center I Up Calculatio
Type: STORM
Desrriptiw Type 1 Catch Sams
Inside Area View
Precast Height 5.34' Wall
Floor 4.00 ' -lump
Ptua Floor 5.07'
24' CB RtSER
TYPE I CATCH BASIN
270 1eo so 0
Ll j G�j f-7�ry
4.00 "
150 ,
APPROVAL OF Ft
to A§mgw5fm,yuv,4 R APPRO
0 PRODUCTION_ WILL HOT START UNTIL
APPROVED DRAWINGS ARE RETURNED.
KNOGKOUT T
Up: 28" / Ang 0
1:1_ I -
GRANITE PRECASTING & CONCRETE
Job: 2079
Customer. T B.AILlEY, INC_
Jab Blame: HAZEN RESERVO{i4
Structure Product Detail
hem
Pro LM4
latj ProdlmAllysu _
Yards
Rim
a6bvo4 ie
1 6' Castig By 00ws
ODD
Too 4
04t3i8i2
1 48' F1.ATTOPi ROUND HO[ E
GAO
Too 3
CR-0fiX2
1 6' X 24' BADE RINGS
ODO
Too 2
CR DGX2
1 G' X 24' GRADE RINGS
ODO
Baso
048X05B
1 49' X 5' DA.SE HIGH KO.
128
StructoreTotals
I
Weight
0
1550
240
240
5.128
7,188
Elevations
Erev ArWe P%- Hate Hole' Hale' Up' hem
ttm
45a6
!Ype ►eBm vrw[n
Out�448.4
0 12 CPEP KNWKOur 1l 16f 362 Base
!tn
44&A
125
12CPEP IQQO('.KOUT
- 116' - 3&2
Basa�
—
n
0
!
0=OA
In
0
00
In
In
I
0
0
0! O
0 0.0
00
01 OA
-O I
Des rid : 48' X 9' RASE HIGH KO.
PmducA gT 046XG5BHK0
herTr Base Step tncatm: DOA'
KNOCKOUT
Up.-3&16' 1Ang
125
KNOCKOUT
Up-36.1fi /Arg
0
Up To Center I Up Calculatlo
Struchxe Code:48' TYPE 2 Type: STORM
Station: Description: 48" General Storm R Unit
Inside Area View
fun to Invert SID, Precast HeW . 6.67' Was
Less Casting 4.70' F=bor 6.00" Sump
Invert to Floor 2.00' Plus Flow 7.17'
Adjustment (Brie lMort.) 0.03'
- - -..- 0�.55p0Top 2p ((��.,,��
Top 3 J f 1. 50 6' X 24' C� DE RI
Top 4.tea r , . 90 48' FLATTOP/ ROUND H
Base
3DO 270 fAD 90 0
4r X B BASE HIGH K.O.
5.00 "
2.00'
p�APPROVAL OF DRAWING
OR WI M 0 o0�, '�Ult /lPP V
PRODUCTION 147LL NOT START UNTIL
APPROVED DRAWINGS ARE RETURNED.
GRANITE PRECASTING & CONCRETE
Job. 2D79 Customer: T BAILEY, INC.
.lob Narree: HAZEN RESERVOrR
Structure Product Detail
Item Product ay Product Oesc_Optlon Yerds Weight
Base 054X04B 1 54' X CHASE I J2 5.3W
5tru aW re Totals I —V 5"
Elevations
Elev ArQk Pipe We Hole' Hale' Up' ik"
Rim 1_4485
1 ype Hegjm WOO
0 t 444.5
0
HoTTOM ELV_Hole
OA01 0.001 6.1
Base
In
O
0 01 OD
r�
�in—
o
O
I
o a ao
0. al OD
_l
;In I
0
D� 0 0.0
!in i
0
0 0 0.0
_
0
01 0 0.D
kn
0
0i 01 0.0
Descr% iarc 54- X 4' t3AS E
ProductI0: 034XD49
Item: Base
Step L. MBM D OR
Structure Code.54" POND CS
Station:
Rim to Invert
4.00'
Less Casting
4.00'
revert to Fbof
O. Go l
A4ustment(BridAVt)
0.23'
Up To Center 1 Up Catouiatlo
Type: STORM
Description: 54" General Storm R Unit
Inside Area View
Precast Height 3-TV wal
Floor 6.00' Sump
Plus Floor 4.27'
r rimer f r �= �: -e. `�`: •; � -
�
}y�
ff
iJ'1
S LA(b
5 00 "
0.00'
APPROVAL OF DRAWING
Wm ^ DR_ mm.
PRODUC7I0N WILL Nor START UhTu.
APPROVED DRAWINGS ARE RETURNED.
Granite Precasting Fax:360-671-0780
Pe 1 Catmh -Basin
34• _
28"
22' 30"
44"
r
PLAN
Knockout
20" Di&
(4) Places Typ.
3"
0 U
44"
21"
L 4"
SIDE
30"
Dec 3 2007 09:07am P005/017
Meats or Exoeeds•WSDOTStandard Plan &1
Constructed In Accordance With ASTM "76
ISO VIEW
34"
WEIGHTS:
BASE:1,600 Ibs
CONCRETE:
Fe. 4,000 Pei @ 28 Days
REINFORCING STEEL:
Welded Wire Fabric: ASTM A 497
0.12 Sq in./lin ft min.
No Wire Fabric in Knockout
PIPE PENETRATIONS:
Standard Krixliouts (4)
39
_l�-..� c :�} a � "U* i ..4.�r r`h i. -�yr ur ri }.+' f. �.. 1. w-r .'7 b+jr'rh -x it"' •+u nm �. J i � Se '^r'.^'r t+1-r%�'`
l
1TE
PRECASTWO EL
:....fiRM..CO1NCRETR IN C
r: 4116 BAUE EW'W BEWNGFIIUI, wA A8 13 060.671=2251 '1 800-808 2BI' • FAX. (360) 671-0780
Granite Precasting f'ax: hu-b fI -U NU Uec 3 LUU f Uy: UW Nuub/ui f
T��t�� o n' in Meals or Exceeds WSDOT s%ndard plan B-1e
j.'... Cmh Basins Con6nuated in Accardanos with ASTM C-478
Rubber Gasket Conforms to ASTM C-443 1
Poly pivpylone MH Steps Conform to A67M C 476
1 \
IJ ;r
Rubber
Gaak
At— TOP SLAB ---?A JOINT DETAIL
24" Diameter Round or 20" x 24" R gular Hole
2", 4", 6" or 12" 2", 4 0,12" or 24"
Grade Ring 20" x Riser
7 f
t3-------L------
�104
_
-'3 WEIGHTS:
TOP SLAB: 1,58o Ibs
RISER: 1' - 050 the
I
2' - 1,800lbs
12" 1 See Joint 1 3' - 2,700 Ibs
Detail 4' - 3,600Ibs
----------- BASE 5' KO: 5,000IbS
i I
i CONCRETE:
Knockout FcR 4,000 psi @ 28 Days
32" Me.
li l (2, Places Typ, REINFORCING STEEL:
{� Welded Wire Fabric: ASTM A497
47 j gage Rebar: ASTM A615 Grade 60
Base w/Integral Riser:
0.15 Sq InJlin ft min.
44" I Base Slab: 0.23 Sq In.Aln ft min.
I u
Knockout 24 PIPE PENETRATIONS:
Dia. Max : 36"
L---------------�i (2) Places Typ. Maximum Holo Size
` 6" Minimum Distance Hole to Hole: 8"
ELEVATION AA
22
%.�f.qi
PREEANTi ...:.- ::
t �filk C
ITE CONE RETE INC.
4116 BMENEW; SPUR BEl11NGW�i, WA :98226 - (360) 671-2251 1 B0D-80i3--2251 • FAX: (360) ' 671-07eo
Granite Precasting l-ax:36U-611-UI8U Dec 3 ZUUI U9:Ugam PUU!/U11
Meets or Exceeds WSDOT 6M9r&M plan 8-1a
u .•
'Rv Catch,Basins Construc* in Accardarwo m%ASTM C-479 )
2 .Catch s n Rubber t:3askat Con43
torma to ASTM C-4
Polypropylene MH Stems Conform to ASTM C•478
or
See Joint
Detall _
Base
i
r
L-----------------I j I
64"
5" IA•
54"
ELEVATION AA
Rubber �5■�J
Gasket I ,
4• 1
A JOINT DETAIL
WEIGHTS:
BASE: 2' - 3,500 lbs
3' - 4,400 fbe
4' - 5,300 Ibs
CONCRETE:
Fc. 4,000 psi 28 Days
REINFORCING STEEL
Welded Wire Fabric: ASTM A 497
Reban ASTM A615 Grade 60
Riser. 0.15 Sq ln.Aln It min.
Base: 0.19 Sq in.Aln ft min.
PIPE PENETRA11ONS:
Maximum Hole Size: 42'
MInlmum Distance Hole to Hole: 8"
Hales Cored to Plan SpecMeat3on8
Kor.N-Seal Connectors Available
Standard Knockouts Available
25
PRECASTING- &
L CONCRETE INC.
6061-21 -008821 FAX: -07804116 BRSPUR
Granite Precasting......... hax:36U-W-U NU, _- _ Dec 3 ZUU ( Uy: U9am PUU8/01
i
i Standard Manhole, Vault, and
Catch Basin Certification
z
i
i
As a NPCA certified plant, we
p certify that all materials manufactured b _
! Granite Precastin � Concrete, Inc. comply 9 p y with the following and are
of domestic origin.
i
1) Manholes and catch basins are constructed in accordance
with ASTM C-478 , ASTM C-990.
2) Vaults are constructed In accordance with ASTM C-858 and
ASTM C-890
3) All concrete minimum 4000 P.S.I.
4) Precast Trenches are constructed In accordance with ASTM C-858
i 5) Aggregate and sand supplied from Washington State Pit
i #F-197.
i 6) Welded wire fabric conforms to ASTM A-497.
7) All rebar conforms to ASTM A-615.
i
i All materials manufactured by Granite Precasting & Concrete, Inc.
i
conform to WSDOT specifications. Additionally, Granite Precasting $
Concrete, Inc. is an approved WSDOT supplier of manholes, catch
j basins, vaults, 3-sided bridges, and traffic curbs.
i
Sincerely,
I
Mark Salisbury
President
IL N U nwa zpm
z2z2w!f A CTsOLvff- a
17
Im
re=lubftbit'ed °P1
(
Tomorrow's technology is.,. The TYLOX SuperSeal
pre -lubricated gasket of today. A distinct. innovation
that becomes the total solution in the joint sealing of
concrete pipe, sanitary and storm. sewer systems, box
culverts, and manhole base and riser sections.
t,ara ttx TYLOX SuporSeal centre rho spigot In the
arewnt the epltet end or the ball ano ouch pits memo.
this. The TYLOX SaperSael
)Meld fait firmly aJelnat
the eptaot ehouidar,
The mantle oeeuan of the
tYLOX Superseairob over
the Wnprocelon area of
trio lseket end otrtlao to rest
In the splplt annular opens.
LW
l��a�a6ltme� ��rr�
'Manhole. Gaskets
•erratee menu• (tuba)
orinces (IMMOU)
'n 6evtlun (:
Pipe Joint Design
A suitable illustration Is provided to the left. Detalled Joint drawing!
meet your speclflc requirements are evellable from Hamilton Kent's e
nearing de pertinent.
Advantages
Unique Design
• Self contained lubricant
• No special handling or packaging
• No throat of lubricant contamination or deterioration
• Saves time and mess of lubricant apolicatlon
• No equalization required
Function
The TYLOX SuperSeel gasket lies silicone lubricant enceDsulaw in the to
During pip,; -ssembly the mantle rolls over the compression, area of
gasket resilting In a waterti.ght seal. The msnT;e sectlans final resting Is
tlon Is In the t:mall annular st;ace, preventing ccncrett: to colw:rete conta
Gasket Sl::es
The TYLOX SuperSeal gasket is manufactured for uoncrote pipe sizes fr
250 mm to 3600 mm (10" to 144") In diameter, maintenance ho
(manholes) from 900 min to 3600 min (36' to 144•) In diameter and !
culverts of all sizes.
Material specifications
The TYLOX Supe.rSeal gasket Is manufactured from top quality rubber.
gasket ma:enel conforms to or exceeds C,S.A. A•257, A.S.T.M. C-443, a
C-361 specifications, Special chemical resistant EPDM, Neoprene, a
Nltrile rubber are also available upon request.
Markings
TYLOX SuperSeal: Diameter In metric and Imperial, Job number (aliowi
traceebll lty).
Quality control
Our state of.the art productlori and laboratory facilities, as well as c
Staff of competent engineers, chemists, and technicians, work together
ensure the highest quality pipe and mointenancc: hole (manhole) gaskc
available roday.
Service
For morn: than half a century, Hamilton Kent has been ,he Inoder In t.
manufactu•e of rubber gaskets to the concrete pipe and maintenance hL
(manhole) Industry in North America. Our conlplete lint of joint kouli
products. ongoing, research and development programs. and a krr.
ledgeabl6 sales staff, continue to make us number one and second
none within rh9 Induslev.
The Leadlrtg ttl5oriu acturer o6
)Molded and ExtruQ Casket Products
77 Cariingrrrvi Driva, Etoblcoko, Ontario, Canada M9W 5E6
Tel: (416) S75.7822 (800) 268-6479 Fax: (416) 674fi-0(30
871 D_rnit,g Wzy. Sparks. Nevada, USA S9431
Granite Precastin8
., nn IU-LUULI IIUivt 4Z DD UUUC
makm rho 0Onr)0G.'jon
rax:36U-6f1-UNU Uec 3 ZUUI Uy:lUam NUIU/Ulr
(FRX)416 6755906 P.017/016
)Physical Test peport
Job # _ .4-7651
SpecffiCttjon : ASTM C36I
Customer
: HK Novada
Sys--qS1,
Compound 245
Part Type
175TSS
Die Number : AK-1575
Date
01113I06
Pbvsicil Tact
ASTM Test Method
uired
Obtained
ess
T=*It Strcagth
D2240
35-45
30
Elongation at B rtak
D412
2300 ESI {min
2405 si
Cote on Set
D412
425°10 miri
668%
Teasile.Retainod (Oven Acd)1)5730412
D395 ( method 9)
(96 his
20%' max
l 9.8%
Efoligatidn Reined (oven
70C IISSh7)
D5731D412 (96 I= A 70C (t Ste)
85% (min
80% {ruin
101%
Volume Change, Wa,'= Imm ersion
D471
- {max
100%
2°l�
Ozone Rcsi nee
1) 1149 (72hm Q So hm
No Cracks
Pius
Olga Mokrous
Quality Sup= visar
x 250
Held =cc . C'.jf=dian Mftz.PL�r_E 77 CIIr3Fst n+ecw L D rgve, Tarowo, Qntario..MgW 5E6 Ciftada
Phone 416 61' 9873 F= 46 04 6960
U.S.Nfsttc:f�cduriny PIaa¢ 871 Deming Way, Sparks,.Smd!a S9434 UVjjL
-
Pbone 702 359 7016 F= 702 359 08' 33
Granite P,ecastins Fax:360-671-0780 Dec 3 2007 09:10am P011/017
PER 23 20a6 13:43 FR HAS^"',TON KENT 416 674 696 (PTO y13606710720 P.02
l
10
Lfl-A� Hamilton Kent
3anuary 1, 2006
To Whom It May Concgrn,
This letter is to certify that:
1. All Tylox® SuperSealT" Gaskets , manufactured by Hamilton Kent, in Isoprene
Rubber, conform to the physical requin�ments for standard gaskets as detailed in
ASTM C361, Section 6.9.1 ASTM C443 Section 6.1.1; and AASHTO
M198
2. All Tylox® SuperSealT" Gaskets manufactured by Hamilton Kent, in Nitrile Rubber
or Neoprene Rubber, conform to the physical requirements for oil- resistant
gaskets as detailed in ASTM C361, section 6.9.1 & 6.9.1.2 and ASTM C443 Section
6.1.2
3, All Tylox® SuperSealT" Gaskets, manufactured by Hamilton Kent, in an
Isoprene/EPDM blend, conform to the physical requirements for standard gaskets
as detailed in ASTM C443 Section 6.1.1 and "Green book" - Standard
Speciflcations for Public Works Construction Sec. 208.3,
4. All physical properties of All Tylox(D SuperSealT"' Gaskets, manufactured by
Hamilton Kent are determined in accordance wlth the test methods outlined in
ASTM C361, Section 10.5 and ASTM C443 Section 9.
5. All splices used in All Tylox® SuperSealT" Gaskets, manufactured by Hamilton
Kent, meet the requirements of ASTM C361, Section 10.5.1.2 and ASTM C443,
Section 6.2.
z
you have y f her questions, or require clariflcatlon, please do not
o on u
e F 1lder
Quality Assurance Manager
77 C2rlingv,ew• Drive, Toronto, Onrar,o M91✓ 5E6 o Tel. (476) 675-987'3 • Fax (G16) 674-6.960
** TOTAL PAGE.02 **
Granite Precastin8 Fax:360-6f1-Uf80 Dec 3 2UU( U9:1Uam HU11/Ul(
AL
SPECIFICATIONS:
All Lane Poly Steps meet the requirements of ASTM C-478,
AASHTO M-199, WISHA and all OSHA specifications. The
polypropylene conforms to ASTM D-4101. The 1/2" Grade 60
deformed reinforcing bar meets ASTM-A-61 S.
LONGEVITY:
Copolymer polypropylene is known for its high impact strength and superior resistance
to the corrosive environments found in sewers.
SAFETY:
Lane poly steps have sure footed self-cleaning tread design.
Poly steps will not spark so there is no danger of igniting sewer gases.
-` INSTALLATION:
1) The step can be cast In place.
2) Driven into preformed holes with concrete cured to 3,000 PSi minimum,
3) Driven into two parallel 1" diameter holes drilled 13" or 10" on center. 3.1/2" deep.
4) Drill two 1-1/8" or 1.1/4" hcies,,3-1/2"deep. Apply epoxy in the hole and around the
barbs of the step. Push the step into the holes allowing the epoxy to flow out to the
square shoulder of the step,
Any of the above methods will resist a pullout force of over 11500 lbs.
Associate Member Of
PNCA �Ofr-�tlf
asrufrt ro.
f 1�OWfr �M
CALIFORNIA
PRECAST.
CONCRETE
ASS UATI0
Granite Precasting Faz:360-671-0180 Dec 3 2007 09:10am P013/017
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0- 0
8.3/S" ° ° 0
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00 00
0 0
00 00
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® 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
j� 0 0 0 0 0 0 O 0 O 0 0 O 0 0 0 O 0 0 0 0 0
314" k 114"
OVAL REFLECTOR
60 Steel
Reinforcing Bar
�ECORP ORA77C„
P.O. Bolt 926
PIC, (5= 6644M7T 13067 S.W. Lowei 5=9a wry Ra
GAY tC[)R1 P:1L=71k I--1•11n (11&rri1 MAS2
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HAND HoLn
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0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 O�0
15',6' 987A n.
14' w.a 1.
Hand Hold Step
SPECIFICATIONS
All Lane Poly. Steps meet the requirements of
ASTM C-478 and AASHTO M-199. The
polypropylene conforms to ASTM D-4101. The
''/2" Grade 60 deformed reinforcing bar meets
ASTM A-615.
CORPOR.`l AON
P,O. Box 925 0 18067 S.W. Lower Boones For; y Re.. • Tualatin, OR 97062 • 303-6S4-007 7 o S00-666-0076
Fax 503-684-007S • ��ww.lancinte nationa1.com
I
NLM
7
12"
11'/z"
Weight Each: 1-7 Ii)--
ite P
Fax :360-611-Ma
ACTUAL
SIZE
RAiL
9/,e" Grade 60 Round Bar
WALL FASTENING
c 3 230, 09:11am P015/017
RUNG
1/2" Grade 60 Rebar
000aoo
RADIUS WALL APPLICATION
(t )) 000000
c0000
FLAT WALL APPLICATION
Ladders to be fastened to
wall with'/2' x 2314' stud anchors
Polypropylene conforms to
ASTM D-4101. Ladders meet
all AS T M C-497 load
requirements.
POLY LADD,,.ER
!/�/Tef,�i✓�;70R�4LXfff
Oe9P�R.4T/0�4!
Phone 50a'684.0077 P.O. Box 925
Fax 5031664-007e 18067 SIN Lower Bocnes Ferry Rd.
1 _800-666_0076 Tvalaln, Oregon 97062
rear- �1 1 06 02: 36p
Granite Precastins Fax:360-611-U190 Uec 3 IM U9:11am FU16/Ulf
P. 1
P.O. Box 925 18067 S.W. Lower 600nes Ferry Road
FAX: (503) 884-0078
• Tualatin, Oregon 97062 - Phone (503) 684-0077
CERTIFICATE OF COMPLIANCE
All of the LANE PLASTIC MANHOLE STEPS made of polypropylene conform
to ASTM D4101-82. (The previous standard of ASTM 2146-82 was replaced by
'D4101-82.) The 1/2" reinforcing rod conforms to ASTM A-615 requirements_
They meet. and/or exceed ASTM C478-88 paragraph 13.4 and AASHTO M-199
requirements, The LANE PLASTIC MANHOLE STEPS meet and/or exceed the
400 lbs. pullout forceand the vertical deflection of 800 lbs. when properly
installed.
All of the components are of domestic origin and all manufacturing is done in our
plant in Tualatin, Oregon. These manhole steps are of U.S. origin.
Lane International Corp.
ane T. Robertso esident
July 9, 2003
—'/ e r-Olt^
40..Ar
OFFICIAL SEAL. .
H UAMNORMANZERGERJR
NOTARY PUBLIC.ORSGON
�~ COMMMION NO, 385880
NIY COMiMtSS0 WIR28 WRIL 14. 2=
Granite Precasting Fax:360-671-0780 Dec 3 2007 09:12am P017/017
mar :�1 ub u�:36p p.2
//�IW RNAW NAL
CORPORAMON
FAX: (503) 684-0078
P.O. Box 925 18067 S.W. Lower Boones Ferry Road Tualatin, Oregon 97062 Phone (503) 684-0077
C E R T I F I C A T E OF C O M P L I A N C E
All of the LANE POLYPROPYIJENE LADDERS are made of polypropylene
that conforms to ASTM D4101--82. (The previous standard of ASTM
2146-82 was replaced by D4101-82.) The 1/2" reinforcing rod
conforms to ASTM A-615 requirements. The 9/16" smooth round
bas conforms to ASTM A--36 requirements, The ladder meets all
ASTM C-497 load requirements.
All of the components are of domestic origin and all manufacturing
ie done in our plant in Tualatin, orQgon. These ladders are
of U.S. origin.
Lane International Corp.
C''-�':`*.r ��;'�?t„,::,,•? �.";ram;,?i�,ir__.-..
•'Az. N11:u:f�;1'�'S,t'kiti(",��r5�;1, 2, I$SS �
- � Lane 2 Rober- on, Prenident
STATE OF O,RAEGON, I
County of!�y-- - skr rl�-1Dn }as. On this 134% day o/ �C«n, � Iy 'q4f
before me, the under8i$aed, a notary public In and for saW county and elate, personally appeared the within
earned �UNL '� o6Gfiso..'K
known to me to be the identical individual_., described in and who executed the within.u:stru►r:ent and
acknowledged to me that executed the same freely and uotuntarily,
M
IN TESTIMONY WHEREOF, I have hereunto set ney haaul and afJbxd
jn'' my offs j seal t1w clay and year last above written,
� � x�•r:<� rr. � ll.tt; U417fia�6 �'Y+
} rar �Di4i'y' `'�zt "I r' 19s3 Notary Pu c or Ore,qon
My commission expires ---- - l�- Z'`1,
ti
Id
CITY OF RENTON TRACKING NO. 4_0
Transmittal of Shop Drawing or Subtta,�
For:
Hazen Reservoir
CONTRACTOR: T BAILEY INC.
RH2 Job No.: REN 105.049
Item covered by this submittal: Non Shrink Grout and Curing Compound
Refer to the following attachment(s) for a detailed description of the item.
Applicable specification section(s): 3.9 and 3.11
® First Submittal OR ❑ Resubmittal No.
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
❑ Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ I ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
Contractor Comments:
Date Returned to Subcontractor/Supplier:
Deviations Specifically Noted:
12/20/21K17 11:59 AM
J:\Data\REN\105-049\SDC\Submittals\Submittal 004 - Re�ised.doc
1.6
Date Received by RH2 Engineering: 12/18/07 Date Returned to Contractor: 12/20/07
Engineer's Comments:
Note: Grout is to be wet -cured prior to applying curing compound.
Reviewed ❑ Revise and Resubmit
❑ Rejected ❑ Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
RH2 ENGINEERING, INC.
Date:12/20/07 By: Jon Conner
12/20/2007 11:59 AM J:\Data\REN\ 105-049\SDC\Submittals\Submittal 004 - Revised.doc
Submittal #04
Hazen Reservoir
Renton. WA - Job #878
RH2 Engineering, Inc.
City of Renton
Project #' WTR-27-3214
3,11 Non Shrink Grout
(1107 Advantage Submitted as an equal)
3,9/3.11 Curing Compound
(J- 18 submitted for use on grout as well as foundation)
General Contractor:
T BAILEY, INC.
12441 Bartholomew, Rd
Anacortes, WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Supplier:
Masons Supply
Woodinville, WA
Issaquah, WA 98027
Voice 425-487-6161
Fax 425-402-3676
It is hereby certified that this equipment/material is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional
suitability.
T BAILEY, INC. By Date 11116/07
DAYTON SUPERIOR .,
Chemical & Cement Products
Technical Data 1107 ADVANTAGE GROUT
` I Cement Ba ed, Non -Corm ive, Non -Shrink Grout
PRODUCT DESCRIPTION:
1107 Advantage Grout i a non- hrink, non-corro ive, non-metallic
grout. It i formulated a a cement baed product with high quality
raw material .1107 Advantage Grout offer pumpability, heat and
thermal hock re i tance and provide controlled, net po itive
expan ion.
PURPOSE:
1107 Advantage Grout i deigned for interior and exterior grouting
of precat concrete component, tructural column bae plate,
pump and machinery bae, anchoring bolt, rebar, dowel, bearing
pad , keyway joint and crane rail . It find application in paper
mill, oil refinerie, food plant, chemical plant, ewage and water
treatment plant etc.
ADVANTAGES:
• Controlled, net po itive expan ion
• Non hrink
• Non metallic/non corro ive
• Pourable/pumpable
• Re i tant to heat and thermal hock
• Interior/exterior application
• Re i t water and alt penetration and damage from
freeze -thaw cycle.
MEETS SPECIFICATIONS:
• Corp of Engineer Specification for non-hrink grout:
CRD-C 621 — Grade A, B, C
• ASTM C-1107 — Grade A, B, C Specification for non- hrink
grout
• ASTM C-827 —1107 Advantage Grout yielded a controlled
po itive expan ion
TEST RESULTS:
Expan ion - ASTM C-1090
1 day .02%
3 day .03%
14 day .08%
28 day .09%
Te t Re ult — ASTM C-1107
Compre ive Strength (PSI)
1 Day
(� 3 Day
@ 7 Day
CD 28 Day
Fluidity
PSI MPa
PSI MPa
PSI MPa
PSI MPa
Dry -Pack
5000 34.5
7000 48.2
9000 62.0
10000 68.9
Flowable
2500 17.2
5000 34.5
6000 41.4
8000 55.1
Fluid
2000 13.8
4000 27.6
5000 34.5
7500 51.7
I ine
APPLICATION INSTRUCTIONS:
Surface Preparation:
Thoroughly clean all contact urface. Exiting concrete hould be
trong and ound. Surface hould be roughened to in ure bond.
Metal ba a plate hould be clean and free of oil and other contami-
nant. Maintain contact area between 457 (7°C) and 907 (32°C)
before grouting and during curing period. For hot and cold weather
application, contact Dayton Superior. Thoroughly wet concrete con-
tact area 24 hour prior to grouting, keep wet and remove all urface
water ju t prior to placement. If 24 hour i not po ible, then atu-
rate with water for at leat 4 hour. Seal form to prevent water or
grout to . On the placement ide, provide an angle in the form high
enough to a it in grouting and to maintain head pre ure on the
grout during the entire grouting proce . Form hould be at lea 1"
(2.5 cm) higher than the bottom of the ba a plate.
Mixing:
A mechanical mixer with rotating blade like a mortar mixer i be t.
Small quantitie can be mixed with hand tool . When mixing le
than a full bag, alway fir t agitate the bag o that a repre entative
ample i obtained. Place approximately 3/4 of the anticipated mix
water into the mixer, add the grout mix, adding the minimum addi-
tional water nece ary to achieve de ired con i tency. For hot
weather condition (greater than 85°F [29°C]) mix with cold water
(approximately 40°F [4°C]). For cold weather condition (le than
507 [10°C]) mix with warm water (approximately 90°F [29°C]).
Water Requirement:
De ired Mix Water per 50 lb. (22.7 kg) Bag
Dry Pack 5 pint (2.4L)
Flowable 8 pint (3.8L)
Fluid 9 pint (4.2L)
Mix for a total of five minute en uring uniform con i tency. For
placement greater in depth than 3" (7.6 cm), up to 25 lb. (11.3 kg)
of wahed pea gravel (3/8" [1 cm] maximum ize) mu be added to
each 50 lb. (22.7 kg) bag of grout, The approximate working time
(pot life) i 30 minute . Thi will vary omewhat with ambient condi-
tion .
Placement:
Grout hould be placed preferably from one ide of grout box to
avoid entrapping air pocket. Grout hould not be over -worked or
over -watered cau ing egregation or bleeding. Vent hole hould
be provided where nece ary. When po ible, grout bolt hole fir t.
Placement and conolidation hould be continuou for any one
ection of the grout. When nearby equipment cau e vibration of the
grout, uch equipment hould be but down for a period of 24 hour
at 73°F (23°C).
For Commercial/industrial Use Only
3
d
LJ
SUPERIOR`
k�
IL J
Cement Products
Technical Data
Fini hing and Curing:
Form may be removed when grout i completely elf-upporting.
Cut away area where grout exce ively re trict movement of teel,
i.e., edge of ba e plate , etc. For be t re uIt , grout hould extend
downward at a 45' angle from the lower edge of the teel ba a plate
or imilar tructure . Expo ed grout urface mu t be cured. Dayton
Superior recommend u ing: Day -Chem Cure & Seal (J-18), (J-20),
0-23) or a wet cure for 3 day,
APPROXIMATE YIELD:
(Flowable Con itency)
.43 cut per 50 lb, (.0122 m3 per 22.7 kg) bag
.61 cu.ft. per 50 lb. (.017 m3 per 22.7 kg) bag extended with 25 lb
(11.3 kg) of wa hed pea gravel [3/8" (1cm) maximum ize]
PACKAGING:
50 lb. (22.7 kg) multi wall, platic lined bag.
CLEAN-UP:
U e clean water
LIMITATIONS:
Do not re -temper after initial mixing. Do not add other cement or
additive to 1107 Advantage Grout. Setting time for 1107 Advantage
Grout will low down during cold weather f le than 50°F (10°C)]
and peed up during hot weather [greater than 80°F (27°C)]. Contact
Dayton Superior for pecific recommendation.
Store in a cool, dry area free of direct unlight.
WARNING:
Skin i en itive to cement, Wearing protective glove and goggle i
recommended. Avoid contact with eye. Avoid prolonged contact with
kin, Contain portland cement. Wa h expo ed kin promptly with
water. May cau e kin irritation a well a cement burn . In ca e of
eye contact, flu h eye repeatedly with clean water and contact a
phy ician. Harmful if ingeted. Read MSDS before u ing product.
TECHNICAL SERVICES:
Contact the technical taff for a i tance at:
1-866-329-8724 • 1-913-233-1750 • FAX: 1-913-279-4806
Clayton uperiorchemical.com
Warranty. Warranty Di claimer and Exclu ive Remedy — Dayton Superior Corporation warrant, for 12 month from
the date of manufacture or for the duration of the publi hed product heft life, whichever i le, the at the time of
hipmem by Cte Company"), the product i free of manufacturing defect and conform to ("the Company' ") pub-
li lied pecifiation in force on the date of acceptance by (the Companyl of the order. ( the Company") hall only
be liable under IN warranty, if the material ha been applied, u ed, and tared in accordance with ("the Company")
intruction in the product' technical data feet.
The purchaer mut examine the product when received and promptly notify ('the Companyl in writing of any non-
conformity before the product i u ed, or no later than 30 day after uch non -conformity i fir t di covered. If Clhe
Company'), in it ole dicretion, determine that the product breached the above warranty. it will. in it ole di -
cretion, replace the non -conforming product, refund the purcha a price or i ue a credit in the amount of the pur-
chae price. Thi i the ole and exclu ive remedy for breach of thi warranty.
Only a CCompanyj officer i authorized to modify IN warranty. The ale information on the ("the Company-)
web tie and received by the cut former during the ale proce, doe riot uperedethi warranty and the pecifia-
tion of the product in face on the date of ale. THE FOREGOING WARRANTY SHALL BE EXCLUSIVE AND IN LIEU
OF ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PURPOSE AND ALL OTHER WARRANTIES OTHERWISE ARISING BY OPERATION OF
LAW, COURSE OF DEALING. CUSTOM. TRADE OR OTHERWISE.
Limitation of Liability — Dayton Superior Corporation hall not be liable in contract or in tat (including, without
limitation, negligence. trict liability or otherwie) for to of ale, revenue or profit; cot of capital or fund;
bu me interruption or cot of downtime, to of ue, damage to or to of ue of other property (real or peron-
al): failure to realize expected aving; Butration of economic or buine expectation; claim by thud partie
(other than for bodily injury), or economic to a of any kind; or for any pecial, incidental, indirect, can equential,
punitive or exemplary damage art ing in any way out of the performance of, or failure to perform, thi Agreement,
even if ("the Compa y� could foreee or Ina been advi ed of the po ibitity of uch damage. The Pantie expre -
ly agree that Thee limitation on damage are allocation of rik contituting, in part, to conideration for thi
agreement, and at o that uch limitation hall urvive the determination of any court of comperentjuridiction that
any remedy provided in tee term or available at law fail of a e ential purpoe.
Dayton Superior Specialty Chemical Carp • 4226 Kan a Avenue, Kan a City, KS 66016
Telephone (913) 233-1750 • Fax (913) 279-4806 • Clayton uperiorchemical.com
For Commercial/Industrial Use Only
11103
PRODUCT DESCP, ..
Safe Cure & Seal i a water ba ed acrylic copolymer containing 16%
olid that offer a combination curing, Baling and dutproofing for
fre hly fini hed concrete urface . Thi product Brie to produce a
non -yellowing, durable, clear film on concrete. Safe Cure & Seal i
ideal for interior application becau a it i free of noxiou flammable
fume.
PURPOSE:
Safe Cure & Seal i a convenient, afe-to-u a product that meet the
ASTM C-309 pec a an effective membrane curing compound and
i an excellent du tproofer and urface eater. It i de igned for
interior and exterior ue on both frehly fini hed and older concrete
urface.
Becau e it i water ba ed, Safe Cure & Seal i much afer to u e
than conventional olvent ba ed product. Typically, olvent ba ed
product are flammable and have a trong irritating odor. Safe Cure
& Seal ha no odor and i non-flammable.
Safe Cure & Seal will re it many chemical, help protect again
taining and allow for ea y removal of mortar platter.
ADVANTAGES:
Water ba ed
• Meet ASTM C-309 Spec a an effective curing compound
• Excellent ealer & dutproofer
• Low odor
• Non -Flammable
• Eay clean-up with water
• Good chemical and tain reitance
• Interior/exterior application
MEETS SPECIFICATIONS:
ASTM C-156 (Method of toting water retention for ASTM C-309)
ASTM C-309, Type 1, Cla A & B,
AASHTO M-148, Type 1, Cla A & B
Note: Federal Specification TT-C-800A ha been cancelled and
officially replaced by ASTM C-309.
APPLICATION INSTRUCTIONS:
Agitate Safe Cure & Seal before each u e.
Fre h Concrete:
Apply Safe Cure & Seal immediately after all urface water ha di ap-
peared and the urface cannot be marred. Application of Safe Cure &
Seal too early or too late can affect the overall curing performance.
U e low pre ure pray, roller or bru h. Do not thin. Apply uniformly
without puddle.
Application of a econd coat, after the fir t coat ha dried, will
provide a longer la ting, higher glo coating with improved water
retention performance.
Old Concrete:
Clean and re tore urface a required. Apply two uniform applica-
tion a above. Allow fir t coat to dry before applying econd coat.
Note: On old concrete urface , Dayton Superior recommend a
more breathable ealer like: Safe Seal Heavy Duty (J-24 H.D.) or
Day -Chem Tuf Seal (J-35).
APPROXIMATE COVERAGE RATES:
FTZ per Gallon MZ per Liter
Curing 200 4.9
Sealing 200 — 400 4.9 — 9.8
Second Coat 400 — 600 9.8 —14.7
Texture and aborption of urface will influence final coverage rate.
DRYING TIME:
Approx. 2-3 hr. at 707 (21'Q. for recoating or light traffic.
Wait 12 hr . for heavy traffic. Dry time i temperature and humidity
dependent.
PACKAGING:
5 gal. (18.9L) pail and 55 gal. (208L) drum
CLEANUP:
Tool and equipment can be cleaned with warm, oapy water before
the product Brie. For removal of dried product, ue Dayton Superior
Citru Peel (J-48).
LIMITATIONS:
Thi product hould not be u ed at temp . below 40°F (4°C). Do not
apply concrete or mortar topping over Baled urface .
Remove Safe Cure & Seal with Citru Peel (J-48) before applying
re inou (epoxy, polye ter, urethane, etc.) coating .
May how rubber tire mark,
Do not allow the tored product to freeze. Shelf life i one year.
WARNING:
• U e with adequate ventilation
• Keep out of the reach of children
• Do not take internally
In cae of ingetion, CALL A PHYSICIAN immediately.
DO NOT induce vomiting
If pla hed in the eye, flu h thoroughly with clean water for a mini-
mum of 15 minute. CALL A PHYSICIAN immediately. May caue
irritation to the kin. If brought into contact with the kin, wa h thor-
oughly with oap and water. Avoid exce ive breathing of vapor and
pray mit. Reeal container after each ue. Wear protective clothing,
glove, and goggle. Read MSDS before u ing product.
K
3 60
04For Commercial/Industrial Use Only 4-2 "
P.
3 �
CD o
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O C
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C
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TECHNICAL SERVICES:
Contact the technical taff for a i tance at:
1-866-329-8724 • 1-913-233-1750 • FAX: 1-913-279-4806
dapon uperiorchemical.com
i�i M.4i1
Warranty, Warranty Diclatnner and Exclu ive Remedy — Dayton Superior Corporal ion warrant, for 12 month from
the date of manufacture or for the duration of the publi tied product helf life, whichever i le, that at the time of
hipment by ('the Company'), the product i free of manufacturing defect and conform to ( the Company"') pub-
li hed pecification in force on the date of acceptance by ("the Company') of the order. (11te Company") hall only
be liable under IN warranty if the material ha been applied, u ed, and toed in accordance with ("the Company')
in truction in the product' technical data heet
The purchaer mut examine the product when received and promptly notify (-the Companyl in writing of any non-
conformity before the product i u ed, or no later than 30 day after uch non -conformity i firt di covered. If ("the
Company'), in it File di cretion, determine that the product breached the above warranty, it will, in it File di -
cretion, replace the non -conforming product, refund the purcha a price or i ue a credit in the amount of the pur-
chae price. Thi i the ole and exclu ive remedy for breach of IN warranty.
Only a ("Company') officer t authorized to modify IN warranty. The ale information on the ("the Company")
web iteand received bytie cutomerduring the ale proce doe not uperedeIN warranty and the pecifia-
tion of the product in force on the date of ale. THE FOREGOING WARRANTY SHALL BE EXCLUSIVE AND IN LIEU
OF ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PURPOSE AND ALL OTHER WARRANTIES OTHERWISE ARISING BY OPERATION OF
LAW, COURSE OF DEALING CUSTOM, TRADE OR OTHERWISE.
Limitation of Liability — Dayton Superior Corporation hall not be liable in contract or in ton (including, without
limitation, negligence, trict liability or otherwie) for to of ale, revenue or profit: cot of capital or fund,
bu ine interruption or cot of downtime, fo of ue, damage to or In, of ue of Other property (real or peron-
al): failure to realize expected aving; fro [ration of economic or bu me expectation; clam by third partie
(other than for bodily injury), or economic to a of any kind; or for any pecial, incidental, indirect, conequenfial,
punitive or exemplary damage an Ing in any way out of the performance of, or failure to perform, IN Agrrxmert,
even if ("the Company') could foreee or ha been advi ed of the po ibitity of uch damage. The Partie expre -
ly agree that thee limitation on damage are allocation of ri k contitudng, in part, the conideration for IN
agreement and al o that uch limitation hall urvive the determination of any court of comperentjuri diction that
any remedy provided in the a term or available at law fail of 4 e e ntial purpoe.
Dayton Superior Specialty Chemical Corp • 4226 Kan a Avenue, Kan a City, KS 66016
Telephone (913) 233-1750 • Fax (913) 279-4806 • dayton uperiorchemical.com
For Commercial/Industrial Use Only
CITY OF RENTON TRACKING NO. 4_0
Transmittal of Shop Drawing or Submittal
For.
Hazen Reservoir
CONTRACTOR: T BAILEY INC.
RH2 Job No.: REN 105.049
Item covered by this submittal: Non Shrink Grout and Curing Compound
Refer to the following attachment(s) for a detailed description of the item.
Applicable specification section(s): 3.9 and 3.11
® First Submittal OR ❑ Resubmittal No.
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
❑ Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ I ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
Contractor Comments:
Date Returned to Subcontractor/Supplier:
Deviations Specifically Noted:
11/26/2007 4:23 PSI J:\Data\REN\105-049\SDC\Submittals\Submittal 004 - Grout and Cure.doc
Date Received by RH2 Engineering: 11/19/07 Date Returned to Contractor: 11/26/07
Engineer's Comments:
1. Curing compound is acceptable for use on grout after it has been wet -cured.
2. The curing compound may not be used on the foundation. Foundation is to be water cured per Section
3.9 of the Technical Specifications.
❑ Reviewed ❑ Revise and Resubmit
❑ Rejected ® Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
RH2 ENGINEERING, INC.
Date:11/26/07 By: Jon Conner
It /26/2007 4:23 PM J:\Data\REN\105-049\SDC\Submittals\Submittal 004 - Grout and Cure.doc
Submittal #04
Hazen Reservoir
Renton, WA - Job #878
RH2 Engineering, Inc.
City of Renton
Project #' WTR-27-3214
3.11 Non Shrink Grout
(1107 Advantage submitted as an equal)
3.913.11 Curing Compound
(J-18 submitted For use on grout as well as foundation)
General Contractor:
T BAILEY, INC.
12441 Bartholomew. Rd
Anacortes; WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Supplier:
Masons Supply
Woodinville. WA
Issaquah, WA 98027
Voice 425-487-6161
Fax 425-402-3676
It is hereby certified that this equipment/material is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional.
suitability.
T BAILEY, INC. By ' Date 11116/07
t
NO
MR
DAYTONOOSSUPERIOR,
Chemical & Cement Products
Technical Data 1107 ADVANTAGETM GROUT
ICement Ba ed, Non -Corm ive, Non -Shrink Grout
PRODUCT DESCRIPTION:
1107 Advantage Grout i a non- hrink, non-corro ive, non-metallic
grout. It i formulated a a cement baed product with high quality
raw material . 1107 Advantage Grout offer pumpability, heat and
thermal hock re i tance and provide controlled, net po itive
expanion.
PURPOSE:
1107 Advantage Grout i de igned for interior and exterior grouting
of preca t concrete component, tructural column bae plate,
pump and machinery bae, anchoring bolt, rebar, dowel, bearing
pad , keyway joint and crane rail . It find application in paper
mill , oil refinerie, food plant, chemical plant, ewage and water
treatment plant etc.
ADVANTAGES:
Controlled, net po itive expan ion
• Non hrink
Non metallic/non corro ive
• Pourable/pumpable
Re i tant to heat and thermal hock
• Interior/exterior application
Re i t water and alt penetration and damage from
freeze -thaw cycle.
MEETS SPECIFICATIONS:
• Corp of Engineer Specification for non-hrink grout:
CRD-C 621 — Grade A, B. C
ASTM C-1107 — Grade A, B, C Specification for non- hrink
grout
ASTM C-827 — 1107 Advantage Grout yielded a controlled
po itive expan ion
TEST RESULTS:
Expan ion - ASTM C-1090
1 day .02%
3 day .03%
14 day .08%
28 day .09%
Te t Re ult — ASTM C-1107
Compre ive Strength (PSI)
@ 1 Day
@ 3 Day
@ 7 Day
@ 28 Day
Fluidity
PSI MPa
PSI MPa
PSI MPa
PSI MPa
Dry -Pack
5000 345
7000 482
9000 62.0
10000 68.9
Flowable
2500 17.2
5000 345
6000 41.4
8000 55.1
Fluid
2000 13.8
4000 276
5000 34.5
7500 51.7
APPLICATION INSTRUCTIONS:
Surface Preparation:
Thoroughly clean all contact urface. Exiting concrete hould be
trong and ound. Surface hould be roughened to inure bond.
Metal ba e plate hould be clean and free of oil and other contami-
nant. Maintain contact area between 45°F (7°C) and 907 (32°C)
before grouting and during curing period. For hot and cold weather
application, contact Dayton Superior. Thoroughly wet concrete con-
tact area 24 hour prior to grouting, keep wet and remove all urface
water ju t prior to placement. If 24 hour i not po ible, then atu-
rate with water for at lea 4 hour. Seal form to prevent water or
grout Io . On the placement ide, provide an angle in the form high
enough to a it in grouting and to maintain head pre ure on the
grout during the entire grouting proce . Form hould be at lea 1"
(2.5 cm) higher than the bottom of the bae plate.
Mixing:
A mechanical mixer with rotating blade like a mortar mixer i be t.
Small quantitie can be mixed with hand tool . When mixing le
than a full bag, alway fir t agitate the bag o that a repro entative
ample i obtained. Place approximately 3/4 of the anticipated mix
water into the mixer, add the grout mix, adding the minimum addi-
tional water nece ary to achieve de ired con i tency. For hot
weather condition (greater than 85°F [29°C]) mix with cold water
(approximately 40°F [4°C]). For cold weather condition (le than
50°F [10°C]) mix with warm water (approximately 90°F [29°C]).
Water Requirement:
De ired Mix Water per 50 lb. (22.7 kg) Bag
Dry Pack 5 pint (2.4L)
Flowable 8 pint (3.8L)
Fluid 9 pint (4.2L)
Mix for a total of five minute on uring uniform con i tency. For
placement greater in depth than 3" (7.6 cm), up to 25 lb. (11.3 kg)
of wahed pea gravel (3/8" [1 cm] maximum ize) mut be added to
each 50 lb. (22.7 kg) bag of grout. The approximate working time
(pot life) i 30 minute . Thi will vary omewhat with ambient condi-
tion.
Placement:
Grout hould be placed preferably from one ide of grout box to
avoid entrapping air pocket. Grout hould not be over -worked or
over -watered cau ing egregation or bleeding. Vent hole hould
be provided where nece ary. When po ible, grout bolt hole fir t.
Placement and conolidation hould be continuou for any one
ection of the grout. When nearby equipment cau e vibration of the
grout, uch equipment hould be but down for a period of 24 hour
at 737 (23°C).
3
2c
For Commercial/industrial Use Only 13-10
a, a
3
n'
m
Sa p
3
- - -" - -
Iical & Cement
Technical
Fini hing and Curing:
Form may be removed when grout i completely elf-upporting,
Cut away area where grout exce ively re trict movement of teel,
i.e., edge of ba a plate , etc. For be t re ult , grout hould extend
downward at a 45' angle from the lower edge of the teel ba a plate
or imilar tructure . Expo ed grout urface mu t be cured, Dayton
Superior recommend u ing: Day -Chem Cure & Seal (J-18), (J-20),
(J-23) or a wet cure for 3 day.
APPROXIMATE YIELD:
(Flowable Con itency)
.43 cu.ft. per 50 lb. (.0122 ma per 22.7 kg) bag
.61 cut per 50 lb. (.017 ma per 22.7 kg) bag extended with 25 lb
(11.3 kg) of wa hed pea gravel [3/8" (1 cm) maximum ize]
PACKAGING:
50 lb. (22.7 kg) multi wall, platic lined bag.
CLEAN-UP:
U e clean water
LIMITATIONS:
Do not re -temper after initial mixing. Do not add other cement or
additive to 1107 Advantage Grout. Setting time for 1107 Advantage
Grout will low down during cold weather [le than 507 (10°C)]
and peed up during hot weather [greater than 80°F (27°C)]. Contact
Dayton Superior for pecific recommendation.
Store in a cool, dry area free of direct unlight.
WARNING:
Skin i en itive to cement. Wearing protective glove and goggle i
recommended. Avoid contact with eye. Avoid prolonged contact with
kin. Contain portland cement. Wa h expo ed kin promptly with
water. May cau a kin irritation a well a cement burn . In ca a of
eye contact, flu h eye repeatedly with clean water and contact a
phyician. Harmful if ingeted. Read MSDS before u ing product.
TECHNICAL SERVICES:
Contact the technical tall for a i tance at:
1-866-329-8724 • 1-913-233-1750 • FAX: 1-913-279-4806
dayton uperiorchemical.com
WARRANTY
Warranty. Warranty Diclaimer and Exclu ive Remedy — Dayton Superior Corporation warrant, for 11 month from
the dale of manufacture or for the duration of the publi fled product helf life, whichever i le , that at the time of
hipment by ("the Company), the product i free of manufacturing defect and conform to (the Company' ") pub-
ti had pacification in force on the date of acceptance by ('the Company) of the order. ( the Company) hall only
be liable under IN warranty if the material ha been applied, u ad, and tored in accordance with ("the Company)
intruction in the product' technical data heel.
The purcha er mu t examine the product when received and promptly notify ("the Company) in writing of any non-
conformity before the product t u ad, or no later than 30 day after uch non -conformity i fir t di covered. If ("the
Company), in it ole dicretion, determine that the product breached the above warranty, it will, in it ole di -
cretion. replace the non -conforming product, refund the pure ha e price or i up a credit in the amount of the pur-
chae price. Thi i the ole and exclu ive remedy for breach of thi warranty.
Only a CCompanyl officer i authorized to modify Lit warranty. The ale information on the ("the Company')
web ite and received by Line cutomer during the ale proce doe not uperede IN warranty and the pecifica-
non of the product in face on the date of ale. THE FOREGOING WARRANTY SHALL BE EXCLUSIVE AND IN LIEU
OF ANY OTHER WARRANT!, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PURPOSE AND ALL OTHER WARRANTIES OTHERWISE ARISING BY OPERATION OF
LAW COURSE OF DEALING, CUSTOM, TRADE OR OTHERWISE.
Limitation of Liability — Dayton Superior Corporation hall not be liable in contract or in tat (including. without
limitation, negligence. trict liability or otherwie) for to of ale, revenue or profit; cot of capital or fund
bu me interruption or cot of downtime, to of ue, damage to or to of ue of other property (real or peron-
aq; failure to realize expected avirg; frutration of economic or buine expectation; claim by third Pattie
(other than for bodily injury), or economic to e of any kind, or for any pecial, incidental, indirect, conequential,
punitive or exemplary damage an ing in any way out of the performance of, or failure to perform thi Agreement
even if ('the Company) could foreee or ha been advi ed of the po ibility of uch damage. The Pattie expre -
ly agree that the a limitation on damage are allocation of rik coni turrhg, in part, the mnideration for thi
agreement and at o that uch limitation hall iavive the determination of any corm of competentjuri diction that
any remedy provided in thee arm or available at law fail of k e ential purpoe.
Dayton Superior Specialty Chemical Corp • 4226 Kan a Avenue, Kan a City, KS 66016
Telephone (913) 233-1750 • Fax (913) 279-4806 • dayton uperiorchemical.com
13-11 For Commercial/Industrial Use Only 11:03
OR
RM
DAYTON SUPERIOR
Chemical & Cement Products
Technical Data SAFE CURE & SEAL TM (J-18)
IWater Ba ed Cure, Seal and Du tproofer
PRODUCT DESCRIPTION:
Safe Cure & Seal i a water ba ed acrylic copolymer containing 16%
olid that offer a combination curing, eating and dutproofing for
fre hly fini hod concrete urface . Thi product Brie to produce a
non -yellowing, durable, clear film on concrete. Safe Cure & Seal i
ideal for interior application becau e it i free of noxiou flammable
fume.
PURPOSE:
Safe Cure & Seal i a convenient, afe-to-u e product that meet the
ASTM C-309 pec a an effective membrane curing compound and
i an excellent du tproofer and urface ealer. It i de igned for
interior and exterior ue on both frehly fini hed and older concrete
urface.
Becau e it i water ba ed, Safe Cure & Seal i much afer to u e
than conventional olvent ba ed product. Typically, olvent ba ed
product are flammable and have a trong irritating odor. Safe Cure
& Seal ha no odor and i non-flammable.
Safe Cure & Seal will re it many chemical, help protect againt
taining and allow for ea y removal of mortar platter .
ADVANTAGES:
Water ba ed
• Meet ASTM C-309 Spec a an effective curing compound
Excellent ealer & du tproofer
• Low odor
Non -Flammable
• Eay clean-up with water
Good chemical and Lain reitance
• Interior/exterior application
MEETS SPECIFICATIONS:
ASTM C-156 (Method of toting water retention for ASTM C-309)
ASTM C-309, Type 1, Cla A & B,
AASHTO M-148, Type 1, Cla A & B
Note: Federal Specification TT-C-800A ha been cancelled and
officially replaced by ASTM C-309.
APPLICATION INSTRUCTIONS:
Agitate Safe Cure & Seal before each u e.
Fre h Concrete:
Apply Safe Cure & Seal immediately after all urface water ha di ap-
peared and the urface cannot be marred. Application of Safe Cure &
Seal too early or too late can affect the overall curing performance.
U e low pre ure pray, roller or bru h. Do not thin. Apply uniformly
without puddle.
Application of a econd coat, after the fir t coat ha dried, will
provide a longer la ting, higher glo coating with improved water
retention performance.
Old Concrete:
Clean and re tore urface a required. Apply two uniform applica-
tion a above. Allow fir t coat to dry before applying econd coat.
Note: On old concrete urface , Dayton Superior recommend a
more breathable ealer like: Safe Seal Heavy Duty (J-24 H.D.) or
Day -Chem Tuf Seal (J-35).
APPROXIMATE COVERAGE RATES:
FT2 per Gallon MI per Liter
Curing 200 4.9
Sealing 200 — 400 4.9 — 9.8
Second Coat 400 — 600 9.8 —14.7
Texture and aborption of urface will influence final coverage rate.
DRYING TIME:
Approx. 2-3 hr. at 707 (21 °C). for recoating or light traffic.
Wait 12 hr , for heavy traffic. Dry time i temperature and humidity
dependent.
PACKAGING:
5 gal. (18.9L) pail and 55 gal. (208L) drum
CLEANUP:
Tool and equipment can be cleaned with warm, oapy water before
the product Brie. For removal of dried product, ue Dayton Superior
Citru Peel (J-48).
LIMITATIONS:
Thi product hould not be u ed at temp , below 40°F (4'C). Do not
apply concrete or mortar topping over Baled urface .
Remove Safe Cure & Seal with Citru Peel (J-48) before applying
re inou (epoxy, polye ter, urethane, etc.) coating .
May how rubber tire mark.
Do not allow the tored product to freeze. Shelf life i one year.
WARNING:
• U e with adequate ventilation
3
Keep out of the reach of children
• Do not take internally
o
In cae of ingetion, CALL A PHYSICIAN immediately.
o
DO NOT induce vomiting
o=
If pla hed in the eye, flu h thoroughly with clean water for a mini-
Q o
mum of 15 minute. CALL A PHYSICIAN immediately. May caue
irritation to the kin. If brought into contact with the kin, wah thor-
3
oughly with oap and water. Avoid exce ive breathing of vapor and
pray mi t. Reeal container after each u e. Wear protective clothing,
T�
glove, and goggle. Read MSDS before u ing product.
04105 For Commercial/Industrial Use Only 4-2
DAYP SUPERIDR`'
Chemical & Cement Products
Technical Data
TECHNICAL SERVICES:
Contact the technical taff for a i tance at:
1-866-329-8724 • 1-913-233-1750 • FAX: 1-913-279-4806
dayton uperiorchemical.com
WARRANTY
Warranty, Warranty Declaimer and Exclu ive Remedy — Dayton Superior Corporation warrant, for 12 month from
the date of manufacture or for the duration of the publi hed product hell life, whichever i le that at the time of
hipment by ('the Company"), the product i free of manufacturing defect and conform to ("the Company'") pub-
li hed pecifiration in face on the date of acceptance by ("the Company's of the order. ( the Company") hall only
be liable under thi warranty if the material ha been applied, u ed. and tored in accordance with (-the Company")
in truction in tlx' product' technical data heel
The purcha er mu I examine the product when received and promptly notify ("the Company's in writing of any non-
conformity before the product i u ed, or no later than 30 day after uch non -conformity i firt di covered. If ("the
Company'), in it ole dicretion, determine that the product breached the above warranty, it will, in it ole di -
cretion. replace the non -conforming product, refund the purchae price or i ue a credit in the amount of the pur-
chae price. Thi i the ole and exclu rue remedy for breach of thi warranty.
Only a CCompamj1 officer i authorized to modify the warranty. The ale information on the ( the Company')
webite and received by the cutomer during the ale proce doe rat uperede thi warranty and the pecifica-
non of the product in force on the date of ale. THE FOREGOING WARRANTY SHALL BE EXCLUSIVE AND IN LIEU
OF ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PURPOSE AND ALL OTHER WARRANTIES OTHERWISE ARISING BY OPERATION OF
LAW, COURSE OF DEALING, CUSTOM, TRADE OR OTHERWISE.
Limitation of Liability — Dayton Superior Corporation hall not be liable in contract or in tat (including, without
limitation, negligence, trict liability or otherwie) for to of ale, revenue or profit; cot of capital or fund;
bu me interruption or cc t of downtime, to of u e, damage to or to of u e of other property (real or per on -
al); failure to realize expected aving; frutratfon of economic or buine expectation; claim by third partie
(other than for bodily injury), or economic o e of any kind; or for any pecial, incidental. indirect, con equential,
punitive or exemplary damage ari ing in any way out of the performance of, or failure to perform, thi Agreement
even if ("the Company's could foreee or ha been advi ed of the po ibtlity of unit damage. The Pattie expre -
ly agree that three limitation on damage are allocation of rik contituting, in pan, the conideration for thi
agreement and at o that uch limitation hall urove the determination of any court of competent jute diction that
any remedy provided in thee term or available at law fail of a e ential purpoe.
Dayton Superior Specialty Chemical Corp • 4226 Kan a Avenue, Kan a City, KS 66016
Telephone (913) 233-1750 • Fax (913) 279-4806 • dayton uperiorchemical.com
4-3 For Commercial/industrial Use Only aa;cs
;I 0
m,.. *.' . ....
Svbft\,+� i -
CITY OF RENTON TRACKING NO. 9_0
Transmittal of Shop Drawing or Submittal
Fora
Hazen Reservoir
CONTRACTOR: T BAILEY INC.
RH2 Job No.: REN 105.049
I Item covered by this submittal: Rebar Shop Drawings
Refer to the following attachments) for a detailed description of the item.
Applicable specification section(s): 3.23
® First Submittal OR ❑ Resubmittal No.
® This item is as specified OR ❑ This item is a substitution/or equal
❑ Supplier/Subcontractor certifies:
❑ Conforms to contract
❑ Minor deviations as specifically noted
❑ Major deviations as specifically noted
Review Priority: ❑ 1 ❑ 2 ❑ 3 Due Date:
Notes to Engineer::
Date Received by Contractor:
Contractor Comments:
Date Returned to Subcontractor/Supplier:
Deviations Specifically Noted:
12/18/2007 12:42 PM J:\Data\REN\105-049\SDC\Submittals\Submitta1009 - Rebar Shop Drawings.doc
Date Received by RH2 Engineering: 12/5/07 Date Returned to Contractor: 12/18/07
Engineer's Comments:
Dwg r-2.00:
1. Stem wall inside face horizontal bars should be spaced at 12" o.c. (shown correctly but called out at 6" o.c.)
❑ Reviewed ❑ Revise and Resubmit
❑ Rejected ® Furnish as Corrected
Corrections or comments made on the shop drawings during this
review do not relieve contractor from compliance with
requirements of the drawings and specifications. This check is
only for review of general conformance with the design concept
of the project and general compliance with the information given
in the contract documents. The contractor is responsible for:
confirming and correlating all quantities and dimensions;
selecting fabrication processes and techniques of construction;
coordinating his work with that of all other trades; and performing
his work in a safe and satisfactory manner.
Date:12/18/07 By: Jon Conner
12/18/2007 12:42 PM J:\Data\REN\105-049\SDC\Submittals\Submittal 009 - Rebar Shop Drawings.doc
Submittal #09
Hazen Reservoir
Renton, WA - Job #878
RH2 Engineering, Inc.
City of Renton
Project #: VVTR-27-3214
3.23 Rebar Shop Drawings
General Contractor:
T BAILEY, INC.
12441 Bartholomew, Rd.
Anacortes, WA 98221
Voice 360) 293-0682
Fax 360) 293-3893
Rebar Supplier:
Morse Steel Service
P. O. Box 490
Bellingham, WA 98227
Voice 360-756-6200
Fax 360-676-2897
It is hereby certified that this equipment/material is in compliance with the contract
drawings and specifications, coordination with other work on the job, and dimensional
suitability.
r ( .
y T BAILEY, INC.
B ` ,j Date 12/05/07
�
1
Date Rev. Copies Release Weight Description
Yul
Note: Lap bottom mat 54" min
each set is x 4
92 - #7 x 60'-0" (4 places - 6" o.c.)
14 - #7 x 30'-0" (4 places - 6" o.c.)
This drawing is intended for the placement of reinforcing steel only,
and is to be used in conjunction with the contract documents.
All dimensions shown are soley for detailing purposes. Do not scale
this drawing and do not use as means of communication between
the Architect, Engineer, Contractor, or any other sub - trades.
Reference the contract drawings for conformance to design.
Varies - 1 - #7 x 29'-4" thru 1 - #7 x 14'-9" (4 ea. @ 6" o.c.)
Morse Steel Service
3006 W. Illinois St. - Bellingham, WA 98225
(380) 758-8200 ph. / (360) 676-2897 fax
rk estimating & detailing
Ron Kerley - (360) 75"212 ph.
Hazen Reservoir
Jobslts address:
Renton, WA
T. Bailey, Inc.
`°" """ •' Bonnie Brodie
one:
All reinforcement bars are ASTM-A615 grade 60 uniess noted otherwise
Foundation Bottom Mat Reinforcement
dwg date: 1 1/OC job number. 71791
dwg rnumb
ev. noer� r-1. 20J
issued for: e ro val
Date Rev. Caples Release Weight Desaiption
This drawing is intended for the placement of reinforcing steel only,
and is to be used in conjunction with the contract documents.
All dimensions shown are soley for detailing purposes. Do not scale
this drawing and do not use as means of communication between
the Architect, Engineer, Contractor, or any other sub - trades.
Reference the contract drawings for conformance to design.
,Morse Steel Service
3006 W. Illinois St. - Bellingham, WA 98225
(360) 756-6200 ph. / (360) e76-2697 fax
rk estimating & detailing
Ron Kerley- (360) 756-6212 ph.
of foundation Cad radius 55'-0"
11 cont runs @ 6" o.c. - ea. w/-
9 - #5 x 30'-0" - lap 2'-6" min. w/
1 - #5 x 20'-0"
6 cont runs @ 6" o.c. - ea. w/
9 - #5 x 30'-0" - lap 2'-6" min.
752 - #6 mk600 @5'-0" o.c. ea. way
( 2 ea. location - 376 locations)
-�: ...... 271 - - .....
a(�a
1,043 - #7 rri @3" o.c.
_ Inside of rinawall Cal radius 38'-6"
2,086 - #7 mk700 @3" ox. 1-4
1/2 ea. face ''r
#7 bars @ radius 38'-0"
�#9 bars @ radius 37'-0"
_. ......_
4 - #8 runs of #8 bar between #7 & #9 bar spaced as needed
Pipe penetration reinforcement
6 - #7 mk702
6 - #7 x 8'-0"
All reinforcement bars are ASTM-A615 grade 60 unless noted otherwise
Hazen Reservoir
Foundation Bottom Mat & Ringwall Reinf.
loosite add-
Renton, WA
dwg date: 11105107
)ob number: 7179
T. Bailey, Inc.
—mangy°: Bonnie Brodie
_
�°"° (360) 293 - 0682
dwg number r 2 00
rev. no.:
Issued for: approval
Date Rev. Copies, Release Weight Description
Note: Lap top mat 71" min.
each set is x 4
92 - #7 x 60'-0"
14 - #7 x 30'-0" (4 places - 6" o.c.)
Varies - 1 - #7 x 29'-4" thru 1 - #7 x 14'-9" (4 ea. @ 6" D.C.)
This drawing is intended for the placement of reinforcing steel only,
Morse Steel Ser ` c
and is to be used in conjunction with the contract documents.
All dimensions shown are soley for detailing purposes. Do not scale
3006 W. Illinois St. - Bellingham, WA 98225
this drawing and do not use as means of communication between
(360) 756-6200 ph. / (380) 676-2897 fax
the Architect, Engineer, Contractor, or any other sub - trades.
rk estimating & detailing
Reference the contract drawings for conformance to design.
Ron Kerley - (360) 75"212 ph.
All reinforcement bars are ASTM-A615 grade 60 unless noted otherwise
Hazen Reservoir Foundation Top Mat Reinforcement
im�c° eaaraes: ,/
Renton, WA dwg date: 1 1105107 job number. 71791
79
T. Bailey, Inc.
Bonnie Brodie
( ) dwg number % �. EOJ
issued for: approval
Ph 360 293 - 0682 rev. no.: /"/
I
I— — — — — — —- ---
Description
1
Release
�
Weight
Date
Rev.
Copies
This drawing is intended for the placement of reinforcing steel only, Morse Steel Service
and Is to be used In conjunction with the contract documents.
All dimensions shown are soley for detailing purposes. Do not scale 3006 W. Illinois St - Bellingham, WA 98225
this drawing and do not use as means of communication between (360) 756-6200 ph. / (3600) 6,76/-2897 fax
the Architect, Engineer, Contractor, or any other sub - trades. rk estimating & detailing
Reference the contract drawings for conformance to design.
Ron Kerley - (360) 756-6212 ph.
Hazen Reservoir
Jnbsit. address
T. Bailey, Inc.
` 1-1nB11O Bonnie Brodie
p-n°` ( 360 ) 293 - 0682
5Jl reinforcement bars are ASTM-A615 grade 60 unless noted otherwise
Electrical Building Foundation
dwg date: 1 1/O`/O� tob number: 7179
dw re� doe"0 r-4. 00 issued for. approval
Thomas Malphrus - Re: Hazen submittal 10 - precast vaults Page 1
From: Thomas Malphrus
To: Secrist, Karla
Date: 1 /9/2008 10:02:22 AM
Subject: Re: Hazen submittal 10 - precast vaults
Karla:
I concur with your note to the contractor regarding sump dimension and sump pump function. Please
provide the note with your response.
Thanks,
Tom
Thomas Malphrus - Hazen submittal 10 --precast vaults Page 1
From: "Karla Secrist" <ksecrist@RH2.com>
To: <Tmalphrus@ci.renton.wa.us>
Date: 1 /9/2008 9:29:37 AM
Subject: Hazen submittal 10 - precast vaults
Tom,
I have reviewed the submittal again after our conversation earlier. The
sumps submitted by T Bailey appear to be shallower than what the utility
vault sumps are. The sumps are not dimensioned on our plans or on the
utility vault technical data sheets. Although they are not dimensioned,
using relative scales, the Granite Precast sumps appear to be shallower.
I believe that we can put the burden on the Contractor to ensure that
the sump pump will function despite the shallower sumps with this
statement or a variation thereof:
The submitted precast concrete vaults appear to have a shallower sump
than the specified utility vault co. precast concrete vault sump. While
this variation appears to be acceptable, it not possible for us to
verify that the sump pump will work with the shallower sump without the
sump pump submittal. The variations in the design and potential
consequences are done at the risk and expense of the Contractor.
Let me know your thoughts,
Karla Secrist
RH2 Engineering, Inc.
P: 425.951.5458
C: 206.697.1025
F: 425.951.5459
This message contains confidential information and is intended only for the addressed recipients. If you
are not the addressed recipient you should not disseminate, distribute or copy this e-mail. Any views or
opinions presented in this email are those of the author and may not represent those of the company.
RH2 Engineering, Inc, www.rh2.com
Thomas Malphrus - Hazen Reservoir -Precast Concrete Page 1
From:
Thomas Malphrus
To:
Secrist, Karla
Date:
1 /9/2008 9:24:33 AM
Subject:
Hazen Reservoir -Precast Concrete
Karla:
I spoke with Ray Sled and he does not have any comments on the precast concrete submittal.
Please proceed with your review and approval.
Thanks
INTO
Thomas Malphrus Hazen Submittal Precast Concrete Page 1
From: Thomas Malphrus
To: Sled, Raymond
Date: 12/7/2007 11:26:07 AM
Subject: Hazen Submittal - Precast Concrete
Ray:
Attached is Submittal No. 10, precast concrete, for the Hazen Reservoir project. If you have any
comments please provide them to me by December 19, 2007.
Thanks,
Tom
CC: Pettibone, Kyle
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Thomas Malphrus - Re FW Hazen Submittal Register & Subm #1 & 2 Page 1
From: Thomas Malphrus 104 e n 3 2
To: Pettibone, Kyle
Date: 11/16/2007 8:44:47 AM
Subject: Re: FW: Hazen Submittal Register & Subm #1 & 2
Kyle:
I ran this by our civil inspector and he is o.k. with the use of the 2 x 4 mesh on the support fence.
Thanks for checking our standard and pointing this out.
Tom
>>> "Kyle Pettibone" <kpettibone@RH2.com> 11/16/07 8:02 AM >>>
Attached are the submittals that we will be returning to the Contractor
today. One question/item that I wanted to run by you was in regards the
silt fence mesh. According to City Standards, a 2"x2" wire mesh is
required. T Bailey is proposing 2"x4". I don't see this as being an
issue, but I thought that I would verify with you before responding to
the contractor.
Thanks, Kyle
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 3:59 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Here you go.
Stephanie Perkins
RH2 Engineering, Inc.
Ph.- (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 3:54 PM
........
Malhrus Re FW Hazen Submittal Register & Subm #1 & 2 Page 2 1
To: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
pdf
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 3:54 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Not sure which question you are saying yes to =)
Stephanie Perkins
RH2 Engineering, Inc.
Ph: (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 1:58 PM
To: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
yes
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 1:57 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
They are both ready. Should I PDF them with the materials T Bailey sent
us or leave the cover sheets as Word docs?
Stephanie Perkins
-----.... - _. _....__ _ - _ _ .._...
Thomas Malphrus - Re. FW: Hazen Submittal Register .
_ & Subm #1 & 2 Page 3
RH2 Engineering, Inc.
Ph: (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 1:50 PM
To: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Yes, I will forward both submittals to the City when they are complete.
From: Stephanie Perkins
Sent: Thursday, November 15, 2007 1:49 PM
To: Kyle Pettibone
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Is this going to the City first?
Stephanie Perkins
RH2 Engineering, Inc.
Ph: (425) 951-5422
Fax: (425) 951-5423
From: Kyle Pettibone
Sent: Thursday, November 15, 2007 12:43 PM
To: Stephanie Perkins
Cc: Jon Conner; Karla Secrist
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Thomas Malphrus Re FW: Hazen Submittal Re-qister & Subm #1 & 2M Page 4
Stephanie,
Please add the following to the end of the submittal.
Engineer noted that the concrete submittal also includes WSDOT material
lab reports for backfill and other aggregate materials (pgs. 35-38)
which do not appear to be related to the concrete work. These materials
were not reviewed. Please resubmit backfill and aggregate materials
under separate cover if you would like these materials considered for
use in site work.
From: Jon Conner
Sent: Thursday, November 15, 2007 12:20 PM
To: Kyle Pettibone; Karla Secrist
Cc: Stephanie Perkins
Subject: RE: Hazen Submittal Register & Subm #1 & 2
Kyle - the concrete submittal also contains WSDOT material lab reports
for backfill material, gravel base, quarry spalls, etc. (pages 35-38)
that you may want to take a look at.
Concrete comments:
- Mix #1004: CDF - Reviewed
- Mix #6003: Thrust blocks, Driveways, Curbs and Gutters - Reviewed
- Mix #460175/5951-A - Foundation concrete - Revise and Resubmit
- Please submit a mix with 1 1/2" nominal max aggregate size per
specifications 3.5A. Please also include the aggregate gradation for
the mix.
Thanks
From: Kyle Pettibone
Sent: Wednesday, November 14, 2007 1:50 PM
To: Karla Secrist; Jon Conner
Cc: Stephanie Perkins
Subject: FW: Hazen Submittal Register & Subm #1 & 2
Thomas Malphrus Re FWT Hazen Submittal Register & Subm #1 &T2 Page 5
Karla, please review silt fence
Jon, you have concrete
From: Bonnie Brodie fmailto:bbrodie(cDtbailey.coml
Sent: Wednesday, November 14, 2007 1:41 PM
To: Kyle Pettibone; Karla Secrist; Stephanie Perkins
Cc: tmalphrus(o)ci.renton.wa.us; Chris Parker
Subject: Hazen Submittal Register & Subm #1 & 2
Per Kyle's request, attached please find a copy of our submittal
register for tracking the submittals for this project.
Also attached are our first two submittals for the silt fence and
concrete. We requested expedited review for the first submittal on the
silt fence.
Thank you,
Bonnie Brodie
T BAILEY, INC.
360-293-0682 x233
360-293-3893 Fax
bbrodie tbailey.com <mailto:bbrodie(@tbailey.com>