ST0501-SP111213 (6)CONCRETE
December 13, 2011
To: California Construction
Project: Deforest Road - Coppell
RE: Submittal Documents
Redi -Mix Concrete, L.P.
a US Concrete Company
The Technical Service Department
331 North Main St.
Euless, TX 76039
Office: (817) 835 -4100
Fax: (817) 835 -4074
RedimixQC@us-concrete.com
www. us-concrete.com
Enclosed you will fmd the necessary submittal documents for the referenced project above for your review.
Redi -Mix's strength guarantee per ASTM C94 will not be effective unless the field sampling has been done
per ASTM C172 and ASTM C31 and the laboratory testing fully complies with ASTM C39 and ASTM
C1077. Redi -Mix will also guarantee the strength performance of the mix designs submitted for a placement
temperature between 40 °F and 100 °F provided the design plastic properties are not exceeded and the
concrete is placed within 90 minutes of batch time. This concrete temperature range shall not supersede
any temperature specification. All concrete should be placed and cured with the appropriate ACI
guidelines and recommendations for hot and cold weather concreting. Hot weather concreting practices will
require you to order ice and/or chilled water to meet concrete temperature specifications. During periods of
cold weather, all concrete surfaces should be protected from freezing for at least the first 24 hours after
placement to allow the concrete to attain a compressive strength of 500 psi.
According to ACI 304.2R Section 4.2.1 "Placing Concrete by Pumping Methods ", the inside diameter of the
hose should be a minimum of 3 times the maximum angular aggregate size of the concrete. (ASTM C33
allows 957LS to have up to 5% retained on the 1" sieve). It is recommended to minimize or eliminate the
free fall of concrete to avoid loss of air content. Depending on boom configurations, alterations to the mix
design may be required.
We thank you for allowing us to submit these documents for your review. Please copy Redi -Mix with the
approved submittal. The approved submittal allows Redi -Mix to review any notes, comments or exceptions
made by the engineer or owner relating to the specification. Failure to notify us prior to first placement shall
constitute acceptance of the submitted mix designs. Please order by mix number when scheduling concrete
delivery.
We request that you add Redi -Mix to the list of names receivintt copies of testine laboratory
information for this proiect. ASTM C94 entitles a manufacturer to receive copies of all test reports when
strength of concrete is used as a basis for acceptance. This information is another tool for Redi -Mix to
review and monitor the quality and performance of the concrete product delivered.
If you have any other questions, please do not hesitate to call.
Respectfully,
Carol Dunn
Technical Services Supervisor
Date:
12/13/2011
Mix Number:
10311504
Strength:
3000 psi @ 28 days
Description:
5.0 SK AIR NR
Plant No.:
259
Customer: California Construction
Project: Deforest Road - Coppell
Usage: Sidewalks & Retaining Walls
Saturated Surface Dry Weights Per Cubic Yard
4 1
&CON
LL
CRETE
Re&Mix Concrete, L.P.
a US Concrete Company
The Technical Service Department
331 N. Main St
Euless, TX 76039
Office: (817) 835-4187
Fax: (817) 835-4074
RedimixQC @usconcrete.com
www.u&concrete.com
Material
Source
Quantity
Vol
ASTM C150 Type 1 /11 Cement
Ash Grove, Midlothian
470 lb
2.39
0
0.00
ASTM C33 No. 57 LS
Hanson, Perch Hill
1850 lb
11.15
ASTM C33 Concrete Sand
Redi -Mix, Chatfield
1370 lb
8.38
ASTM C494 B & D WR Retarder
BASF 322N
2 -4 oz /cwt
ASTM C260 Air Entrainment
BASF AE90
1 -4 oz /cy
1.08
ASTM C94 Water
30 gal
4.00
Total Volume:
27.00
Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1%
Wet Unit Weight: 145.9 lb/ft-3 Design w/c ratio: 0.53
The use of an EF Technology mix design will reduce the amount of CO2
entering the atmosphere, thereby reducing potential global warming.
EFn * ology- °Your Project, Our World"
Notes: Please make sure that redimixgc @us- concrete.com is on the list to receive break
reports.
This mix has been designed to meet the requirements of this project based on the information sent to Redi -mix Concrete. It is the responsibility of the purchaser to determine whether this
mix design meets project specifications and is appropriate for the anticipated environment conditions. The specified strength guarantee per ASTM C94 will not be effective unless field
sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077. In the event of limited material avaliability, substitution of a
similar performing material may be required. All substituted materials will meet the appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual
materials may be varied to accommodate different material specific gravities. Material certifications for substituted materials are avaliable upon request.
All Redi -Mix Concrete mix designs are proprietary and confidential. The information contained in this submittal is only intended for parties associated with this project to validate the mix
design materials, properties and its performance. Use of this submittal for other purposes without permission or consent from Redi -Mix Concrete is strictly prohibited.
MIX 10711504
ACI 318 STATISTICAL ANALYSIS DATES
MAX
97
106
6.50
4460
5595
3445
5.3
MIN
57
46
1.75
1515
3470
475
2.0
NO.
29
28
29
30
30
30
29
MEANS
82
78
5.16
3300
4431
1132
4.0
SD 1
10.0
15.0
0.89
619
551
541
0.7
COV %j
12.2
19.2
17.2
18.7
12.4
47.8
18.7
DATE I
CONC
AIR
3D
7D
28D
7 -28
Air
YY -MM -DD I
TEMP
TEMP
SLMP STR.
STR.
STR.
GAIN
1 61
2010
-12
-15
70
64
4.75
2670
4080
1410
5.3
2010
-12
-15
81
5.00
3435
5217
1782
4.0
2010
-12
-22
59
43
5.00
3630
5090
1460
3.5
2010
-12
-22
54
45
5.00
3250
4125
875
4.2
2010
-12
-22
57
45
5.00
3680
4740
1060
4.6
2011
-01
-04
1 64
55
4.75
3135
4700
1565
4.6
2011
-01
-19
1 61
61
4.25
4910
7265
2355
5.6
2011
-01
-19
1 63
43
5.00
3540
4875
1335
6.0
2011
-01
-19
1 61
54
5.00
4640
7250
2610
5.2
2011
-01
-26
1 46
36
5.00
4550
5460
910
4.8
2011
-02
-16
1 70
68
5.00
3685
5080
1395
4.9
2011
-02
-22
1 54
39
5.00
3810
6210
2400
3.8
2011
-02
-22
1 59
39
5.00
4160
5335
1175
3.9
2011
-02
-22
1 55
37
4.50
5200
6560
1360
3.5
2011
-02
-22
1 55
39
5.00
4890
6575
1685
3.7
2011
-02
-22
1 59
48
4.75
4140
5660
1520
4.0
2011
-02
-22
1 61
50
4.50
4200
5220
1020
4.3
2011
-02
-22
1 57
52
5.00
2360
5430
3070
4.1
2011
-02
-25
1 61
39
5.00
3535
4937
1402
4.6
2011
-02
-28
1 66
61
5.00
3560
4807
1247
3.5
2011
-03
-09
1 64
48
5.00
3040
4623
1583
4.0
2011
-03
-09
1 64
45
5.00
3190
4703
1513
4.0
2011
-03
-09
1 64
50
4.50
3670
5190
1520
4.7
2011
-03
-09
1 63
50
4.50
3020
4893
1873
4.5
2011
-03
-14
1 64
54
5.00
2960
4070
1110
3.5
2011
-03
-15
1 63
41
4.25
4140
5400
1260
3.5
2011
-03
-15
1 61
37
5.00
3965
5010
1045
3.6
2011
-03
-15
1 61
37
4.75
3950
5370
1420
3.5
2011
-03
-17
1 72
5.00
3240
4605
1365
4.2
2011
-03
-18
1 81
82
5.00
2770
3880
1110
3.8
Page 1
ASH GROVE CEMENT COMPANY
AS H G ROVE 900 Gifco Road
Post Office Box 520
Midlothian, Texas 76065
Type 1 /II
Production Period: September 1 thru September 30, 2011 Date: 10/11/2011
The following information is based on average test data during the production period. The data is typical of cement shipped from the Midlothian, Texas
plant. Individual shipments may vary.
STANDARD REQUIREMENTS
ASTM ClSO /ClSOM -09
OPTIONAL REQUIREMENTS
ASTM C1SO/C150M -09, Tables 2 and 4
CHEMICAL PHYSICAL
A.S.T.M. Test Spec. A.S.T.M. Test
Item Method Limit Test Result Item Method Spec, Limit Test Result
C + C ( %) 0314 A False set ( %) C451 A 79
Equivalent alkalies ( %) C114 0.60 0.42 Heat of hydration (k1 /kg)
Equivalent alkalies 95% conf.limit- 0.44min., 0.60max 7 days C186 A&D 347
A = Not applicable. B = Limit not specified by purchaser, 28 Days A
,test results provided for information only.
C = Test results for this period not available. D = Test results represent most recent values and is for information only.
We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements
of ASTM C150.09 and AASHTO M85.
The above described cement, at the time of shipment, is approved under NSF /ANSI Standard 61 for Portland Ce t.
Signature:
Title: Chief Chemist Leo Snwlinski
....- :QUE1JNiE CARBAJAL
NO 1ARY PUBLIC
/sue STATE OF TEXAS
' +' Comm. Expires 02 24
buk �'
CHEMICAL
A.S.T.M. Test Spec.
Item
Method
Limit
Test Result
Si0 %)
C114
A
20.44
Al ( %)
C114
6.0 max
5.00
Fe ( %)
C114
6.0 max
3.22
CaO ( %)
C114
A
64.98
M90 ( %)
C114
6.0 max
0.82
S0 ( %)
C114
3.0 max
2.76
Loss on ignition ( %)
0114
3.0 max
1.53
Na ( %)
C114
A
0.09
K ( %)
C114
A
0.50
Insoluble Residue ( %)
0114
0.75 max
OA3
CO ( %)
C114
A
1.08
Limestone ( %) per ASTM
C114
5.0 max
3.0
Limestone ( %) per TXDOT
Initial: Not more than
5.00% max.
3.0
Limestone ( %) perAHTO
5.00% max.
3.0
CaCO in limestone ( %)
C114
70 min
82.61
Potential compounds ( %)
C
C114
A
60
C
C114
A
13
C
C214
8 max
8
C
C114
A
10
C
C114
A
C +4.75 C
C114
100 max
98
OPTIONAL REQUIREMENTS
ASTM C1SO/C150M -09, Tables 2 and 4
CHEMICAL PHYSICAL
A.S.T.M. Test Spec. A.S.T.M. Test
Item Method Limit Test Result Item Method Spec, Limit Test Result
C + C ( %) 0314 A False set ( %) C451 A 79
Equivalent alkalies ( %) C114 0.60 0.42 Heat of hydration (k1 /kg)
Equivalent alkalies 95% conf.limit- 0.44min., 0.60max 7 days C186 A&D 347
A = Not applicable. B = Limit not specified by purchaser, 28 Days A
,test results provided for information only.
C = Test results for this period not available. D = Test results represent most recent values and is for information only.
We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements
of ASTM C150.09 and AASHTO M85.
The above described cement, at the time of shipment, is approved under NSF /ANSI Standard 61 for Portland Ce t.
Signature:
Title: Chief Chemist Leo Snwlinski
....- :QUE1JNiE CARBAJAL
NO 1ARY PUBLIC
/sue STATE OF TEXAS
' +' Comm. Expires 02 24
buk �'
PHYSICAL
A.S.T.M. Test
Item
Method
Spec, Limit
Test Result
Air content of mortar (volume %)
C185
12 max
8
Fineness (cm /g):
Air permeability
C204
2800 min
3994
Autodave expansion ( %)
C351
0.80 max
0.03
Compressive strength (psi)
1 Day
0109
A
2057
3 Days
C109
1740 min
3832
7 Days
C109
2760 min
4985
28 Days
C109
A
Time of setting (minutes)
(fit)
Initial: Not less than
C191
45
78
Initial: Not more than
375
OPTIONAL REQUIREMENTS
ASTM C1SO/C150M -09, Tables 2 and 4
CHEMICAL PHYSICAL
A.S.T.M. Test Spec. A.S.T.M. Test
Item Method Limit Test Result Item Method Spec, Limit Test Result
C + C ( %) 0314 A False set ( %) C451 A 79
Equivalent alkalies ( %) C114 0.60 0.42 Heat of hydration (k1 /kg)
Equivalent alkalies 95% conf.limit- 0.44min., 0.60max 7 days C186 A&D 347
A = Not applicable. B = Limit not specified by purchaser, 28 Days A
,test results provided for information only.
C = Test results for this period not available. D = Test results represent most recent values and is for information only.
We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements
of ASTM C150.09 and AASHTO M85.
The above described cement, at the time of shipment, is approved under NSF /ANSI Standard 61 for Portland Ce t.
Signature:
Title: Chief Chemist Leo Snwlinski
....- :QUE1JNiE CARBAJAL
NO 1ARY PUBLIC
/sue STATE OF TEXAS
' +' Comm. Expires 02 24
buk �'
ASH GROVE CEMENT COMPANY
CA :H1 ROVE
W
0
Type 1 /11
Production Period: September 1 thru September 30, 2011
900 Gifco Road
Post Office Box 520
Midlothian, Texas 76065
Date: 10/11/2011
The following information is based on average test data during the production period. The data is typical of cement shipped from the Midlothian, Texas
plant. Individual shipments may vary.
Additional Data
M85
Inorganic Processing
Addition Data
Type
Limestone
Amount( %)
2.98
SiO ( %)
8.49
Al ( %)
2.82
Fe %)
1.43
Ca0 ( %)
46.28
S0 3 ( %)
1.16
CO 2 N
36.23
Base Cement Phase Composition
C
62
C 2 S
13
C
8
C.AF
10
JACQUELINE CARBAJAL
NOTARY PUBLIC
STATE OF TEXAS
Comm. Expires 02- 24-2014
Signature: .
retie: Chief Chemist S- n.U.ki
j 1 4
CONCRETE
Us 9
CONC TE
REDI -MIX TECHNICAL SERVICES LABORATORY
SIEVE ANALYSIS RESULTS
Plant:
Lewisville, Plant 259
Product:
Fine Aggregate, ASTM C 33, Section 5.1
Date Sampled:
7/8/11
Date Tested:
7/20/11
Tested by:
WCH
Percentage
SPEC'S
Sieve
mm
%Ret
%Pass
1112
38.10
0
100
-
1
25.40
0
100
314"
19.00
0
100
100
112"
12.70
0
100
100
3/8"
9.51
0
100
100
#4
4.76
2
98
95 -100
#8
2.38
11
89
80 -100
#16
1.19
28
72
50 -85
#30
0.60
48
52
25 -60
#50
0.30
80
20
5 -30
#100
0.15
96
4
0 -10
Pan
100
0
-
#200 Decant
0.07
-
0
0 -3
FM
2.65
2.3 -3.1
ABS%
1.40
S.G.
2.62
Decant Method ASTM C117
Technical Services Manager
mom
mmm
m o m Hanson
HEIIDELBERGCEMENTGroup
Product Quality Summary Report
Period 10/24/2011 - 11/07/2011
Plant C777- BRIDGEPORT (PERCH -HILL)
Product TX121
TX126
TX129
TX157
TX178 TX180 TX389
- ASTM #467
- ASTM #57
1" STATE
- ASTM #67
Mfg Sand Cr. #6 - #20 Mfg. ASTM C -33
(1 -1/2" - # 4)
(1" - # 4) Cr.
GRADE 3
(3/4 "- #4) Cr.
Lime Stone Sand Cr. Lime Sand Cr. Lime
Cr. Lime
Lime Stone
81.4
Lime Stone
Stone Stone
Stone
3/4" (19mm)
Specification TXDOT 2
TXDOT 4/57
TXDOT 3
TXDOT 5/67
ASTM C -33
/467(421 -Crs)
(421 -Crs)
(421 -Crs)
(421 -Crs)
MFG SAND
2" (50mm)
100.0
1 1/2" (37.5mm)
100.0
100.0
100.0
1" (25mm)
81.4
95.9
95.2
100.0
3/4" (19mm)
55.7
78.7
76.9
94.7
1/2" (12.5mm)
38.1
39.8
39.8
51.1
3/8" (9.5mm)
23.7
26.4
22.8
26.9
100.0
100.0
100.0
#4 (4.75mm)
2.1
5.1
3.3
4.2
99.5
95.3
99.8
#8 (2.36mm)
1.9
1.3
1.1
73.4
57.3
86.2
#10 (2mm)
71.9
#16 (1.18mm)
41.2
24.0
60.3
#30 (0.6mm)
22.4
8.8
38.5
#40 (0.425mm)
24.7
#50 (0.3mm)
11.0
3.8
21.5
#80 (0.18mm)
10.7
#100 (0.15mm)
4.3
2.0
#200 (75um)
1.33
1.27
2.62
Pan
0.0
0.0
0.0
0.0
0.00
0.00
0.00
aggQC 11/07/2011 Lehigh Hanson Page: 1 of 1
mom
MMM
mom Hanson
HEIDELBERGCEMENTGroup
Basic Quality Statistical Summary Report
Period 10/23/2011 - 11/06/2011
Plant C777- BRIDGEPORT (PERCH -HILL)
Product TV 26-- ASTM #57 (1" -# 4) Cr. Lime Stone
Specification TXDOT 4/57 (421 -Crs)
Sieve/Test
Tests Average St Dev Target Specification
4200 (75um) 2 0.56 0.085
aggQC 11/06/2011 Lehigh Hanson Page: 1 of 3
BAS
The Chemical Company
January 7, 2011
Certificate of Conformance
Pozzolith 322N
BASF Corporation*
*(successor in interest to BASF Construction Chemicals, LLC, which is successor by merger to BASF Admixtures, Inc.,
formerly known as Degussa Admixtures, inc., formerly known as Master Builders, Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly sworn, deposes and says:
That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and
That Pozzolith 322N is manufactured by BASF Corporation; and
That Pozzolith 322N, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.00024 percent (2.4 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That Pozzolith 322N, depending upon the dosage used, meets the requirements for a Type A, Water -
Reducing, Type B, Retarding, and Type D, Water- Reducing and Retarding Admixture specified in
ASTM C 494, Corps of Engineers' CRD -C 87 and AASHTO M194 the Standard Specifications for
Chemical Admixtures for Concrete.
Richard Hubbard III
BASF Corporation - Admixture Systems
Subscribed and sworn to before me
the 7th,4ay of January, 2091
Charlene R. Mandat
Resident of Summit County
Notary Public, State of Ohio
My Commission Expires November 4, 2011
Master
Builders
= : T j j
The Chemical Company
January 7, 2011
Certificate of Conformance
Pozzolith 30OR
BASF Construction Chemicals * Admixture for Concrete
*(successor in interest to BASF Construction Chemicals, LLC, which is successor by merger to BASF Admixtures, Inc.,
formerly known as Degussa Admixtures, Inc., formerly known as Master Builders, Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga ) ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly sworn, deposes and says:
That he is a Technical Specialist for BASF Corporation in Cleveland, Ohio; and
That Pozzolith 30OR is manufactured by BASF Corporation — Admixture Systems; and
That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 300R;
and
That Pozzolith 300R, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.0002 percent (2.0 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That Pozzolith 30OR meets the requirements for a Type B, Retarding, and Type D, Water- Reducing
and Retarding Admixture specified in ASTM C 494, Corps of Engineers' CRD -C 87, and AASHTO
M194, the Standard Specifications for Chemical Admixtures for Concrete.
Richard Hubbard III
BASF Corporation — Admixture Systems
Subscribed and sworn to before me
the,7fh day of January, 20 7
Charlene R. Manda�
Resident of Summit County
Notary Public, State of Ohio
My Commission Expires November 4, 2011
Master
Builders
BASF
The Chemical Company
January 7, 2011
Certificate of Conformance
PolyHeed 1020
BASF Corporation*
*(successor in interest to BASF Construction Chemicals, LLC, which is successor by merger to BASF Admixtures, Inc.,
formerly known as Degussa Admixtures, Inc., formerly known as Master Builders, Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga )Ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly sworn, deposes and says:
That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and
That PolyHeed 1020 is manufactured by BASF Corporation — Admixture Systems; and
That no calcium chloride or chloride based ingredient is used in the manufacture of PolyHeed 1020;
and
That PolyHeed 1020, based on the chlorides originating from all the ingredients used in its
manufacture, contributes less than 0.00014 percent (1.4 ppm) chloride ions by weight of the cement
when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That, depending on the dosage used, PolyHeed 1020 meets the requirements for a Type A, Water -
Reducing, and Type F, Water- Reducing, High Range Admixture specified in ASTM C 494, Corps of
Engineers' CRD -C 87 and AASHTO M194, the Standard Specifications for Chemical Admixtures for
Concrete.
Richard Hubbard III
BASF Corporation — Admixture Systems
Subscribed and sworn to before me
the,7ffi'day of January, 2011
Z
Charlene R. Mandat f
Resident of Summit County
Notary Public, State of Ohio
My Commission Expires November 4, 2011
Master
Builders
r
BASF
The Chemical Company
January 7, 2011
Certificate of Conformance
MB AE 90
BASF Corporation* Admixture for Concrete
*(successor in interest to BASF Construction Chemicals, LLC, which is successor by merger to BASF Admixtures, Inc.,
formerly known as Degussa Admixtures, Inc., formerly known as Master Builders, Inc.)
TO WHOM IT MAY CONCERN:
State of Ohio )
County of Cuyahoga )Ss
Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard
Hubbard III, who being duly sworn, deposes and says:
That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and
That MB AE 90 is manufactured by BASF Corporation — Admixture Systems; and
That MB AE 90 is Master Builders air - entraining admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of MB AE 90; and
That MB AE 90, based on the chlorides originating from all the ingredients used in its manufacture,
contributes less than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used
at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and
That MB AE 90 meets the requirements of ASTM C 260, Corps of Engineers CRD -C 13, and
AASHTO M154, the Standard Specifications for Air - Entraining Admixtures for Concrete.
Richard Hubbard III
BASF Corporation — Admixture Systems
Subscribed and sworn to before me
the Ah day of January 2011
Charlene R. Mandat'
Resident of Summit County
Notary Public, State of Ohio
My Commission Expires November 4, 2011
Master
Builders