Westhaven Phase 2B-160905Concrete Mix Design
Westhaven Ph. 2B
Coppelljexas
36000PST Machine Pour
4000PSI Hand Pour
6331 Southwestern Blvd., Ben Brook, Texas. 76132 Office: 817.735.1600 Fax: 817.735.1613
September 5 ,2016
City of Coppell
Engineering Dept
Rick O'Dell
Re: Westhaven Ph. 2B
Dear Sir:
Please find enclosed our proposed Mix Design Submittal for the above referenced project We have attached the relevant
Technical Data Sheets on all the materials and admixtures for the designed concrete mixes.
These designs are in accordance with ASTM C94, ACI 211.
Once approved please sign and return or fax the copy letter to us.
Assuring you of our best intentions.
l
Sincerely,
' 10
QA/QC Representative
6331 Southwestern Blvd., Ben Brook, Texas. 76132 ofrice:817.735.1600 Fax: 817.735.1613
Date: September 5,2016
Client CalAtlantic Homes
Design Strength
360OPSI Machine
Project Westhaven Ph. 2B
Design Slump:
1-3"
Location: Coppell,Texas
Design Air Content:
3-6%
Project No.: 1103
Water/Cmt Ratio:
0.45
Mix 4 360OMP
Temperature Spec.
95 Degree Max
S.S.D.
ABS
Materials Source
SA. Gr,
Weights
Volume
Cement Holcim Type 1-11
C-150
3.15
517
lbs.
2.63
Flyash Headwaters Martin Lake
Class F
2.45 Moisture Adj.
0
lbs.
0.00
Coarse Agg. Hanson Bridgeport
#57
2.66 1%1919
1900
lbs.
11.45
Fine Agg. US Concrete Red River
C-33
2.62 5%1336
1272
lbs.
7.78
AEA Chryso Air 316
C-260
0.43 oz / cwt
3.00
oz.
1.08
WR/RT Chryso Tard CE -R
C-494
3.00 oz 1 cwt
15.50
oz.
0.00
MRWR Chryso Optima
C-494
0.00 oz 1 cwt
0.00
oz.
0.00
Water City
Potable
1.00
253.80
lbs.
4.07
Total Wt.
3942.80
lbs.
27.00
Total Cementious Materials:
5.50
Sack
Flyash Percentage:
0%
City Spec,
Unit Wt. 147,30
pcf
Dry Rodded Unit Weights:
Aggregate Specification:
Coarse Aggregate
1044
pcf ASTM 57 &467 TxDot Grade 2,3,4
Abs.
0.9%
Fine Aggregate
11134
pcf. ASTM C-33 TxDot 421
Abs.
1.0%
Misc. Notes: I) These designs are in accordance with ASTM C-94 and ACI 211.
Submitted by.
QAIQC
6331 Southwestern Blvd., Ben Brook, Texas. 76132 Office: 817.735.1600 Fax: 817.735.1613
6331 Southwestern Blvd., Ben Brook, Texas. 76132 office: 817.735.1600 Fax: 817.735.1613
Date:
September 5,2016
Client
CalAtlantic Homes
Design Strength
4000PSI Formwork
Project
Westhaven Ph. 2B
n Slump:
Design
3-5"
Location:
Coppell,Texas
Design Air Content:
3-6%
Project No.:
1103
Water/Cmt Ratio:
0.45
Mix
4000HP
Temperature Spec.
95 Degree Max
S.S.D.
ABS
Materials
Source
Sp. Gr.
Weights
volume
Cement
Holeim Type 1-11
C-150
3.15
564
lbs.
2.87
Flyash
Headwaters Martin Lake
Class F
2.45 Moisture Adj.
0
Ibs.
0.00
Coarse Agg.
Hanson Bridgeport
957
2.66 1%1919
1850
lbs.
11.15
Fine Agg.
US Concrete Red River
C-33
2.62 5%1336
1282
lbs.
7.84
AEA
Chryso Air 316
C-260
0.43 oz 1 cwt
3.00
oz.
1.08
WRIRT
Chryso Tard CE -R
C-494
3.00 oz I cwt
16.80
oz.
0.00
MRWR
Chryso Optima
C-494
0.00 oz / cwt
0.00
oz.
0.00
Water
City
Potable
1.00
253.80
lbs.
4.07
Total Wt.
3949.80
lbs.
27.00
Total Cementious Materials:
6.00
Sack
Flyash Percentage:
0%
City Spec.
Unit Wt. 146.30
pcf
Dry Rodded Unit
Weights:
Aggregate Specification:
Coarse Aggregate
1044
pcf ASTM 57 &467 TxDot Grade 2,3,4
Abs_
0.9%
Fine Aggregate
11 l _34
pCf. ASTM C-33 TxDot 421
Abs.
1.0%
Misc. Notes-
1) These designs are in accordance with ASTM C-94 and AC! 211.
Submitted by:
QAIQC Repre ntative
6331 Southwestern Blvd., Ben Brook, Texas. 76132 office: 817.735.1600 Fax: 817.735.1613
+ Material: Portland Cement
Holder Type: l-li
Material Certification Report
Test Period: 01 -Jun -2016 to 30 -Jun -2016
Date lssued: 11 -Jul -2016
Certification
This cement meets the specifications of ASTM C150 for Type 1-11 cement.
General Information
Supplier: Hoicim (US) Inc Source Location: Midlothian Plant
Address: 1800 Dove Lane 1800 Dove Lane
Mid£othian, TX 76065 Midlothian, TX 76065
Contact: Javier Sosa / (972) 923-5800 Contact:
The following is based on average test data during the test period. The data is typical of cement shipped by Holcim; individual shipments may
Test Data on ASTM Standard Requirements
Chemical Physical
Item
Limit'
Result
Item
Limit '
Re"°`
Sioz (%)
-
20.2
Air Content (%)
12 max
8
AI2.03 (%)
6.0 max
4.8
Blaine Fineness (m2/kg)
260 min
372
Fe�03 {%)
6.0 max
3.2
64.0
Autoclave Expansion (%) (C151)
0.80 max
0.01
Cao (%)
MgO {%)
6.0 max
0.8
Compressive Strength MPa (psi)
Fe2O3 (%°) 1.4 - CAF (/°)
2
3.0 max
3.4
3 day
14.0 (1450) min
26.9 (3900)
Si73
Loss on Ignition (%) g
3.5 max
2.2
7 day
17.0 (2470) min
32.6 (4730)
Insoluble Residue (%°)
1.50 max
0.56
1.2
Initial Vicat minutes
45-375
107
CO2 (%)
-
CaCO3 in Limestone (%)
70 min
77
Potential Phase Compositions 3'
C3S (%)
-
57
C2S (%)
14
C3A (%)
8 max
7
CAF
10
C3S + 4.75C3A N
-
91
Test Data on ASTM
optional Requirements
Chemical I Physical
Item LimitResult Item Limit'
Kesun
Fquivalent Alkalies - 0.62 Mortar Bar Expansion (%) (C1038)
0.006
Notes (*1-9)
1 - Dashes in the Limit / Result columns mean Not Applicable.
2 - it is permissible to exceed the specification limit provided that ASTM Mortar Bar Expansion does not exceed 0.020% at 14 days.
3 - Adjusted per Annex A1.6 of ASTM 0150 and AASHTO M85.
5 - Limit = 3.0 when limestone is not an ingredient in the final cement product
For Moderate Alkali
6 - Maximum total alkali, based on a 95% confidence interval level per TxDOT DMS 4600.
Additional Data
Item Limestone Inorganic Processing Addition I Base Cement Phase Composition
Result
Amount (%) 3.6 - C3S (%)
59
14
Si02 N 9.4 - Czs (%)
7
A603 (%) 3.1 - C3A (%a)
10
Fe2O3 (%°) 1.4 - CAF (/°)
Cao {%) 44.0
SO3 (%) 0.9 -
Printed: 7/11/2016 10.46:54
AM
Version: 160627
HLAADWATERS
RESOURCES Adding Value to Energy 'rm
Headwaters Resources certifies that pursuant to ASTM C-618-15 protocol for testing, the test data listed herein was generated by applicable
ASTM methods and meets requirements of ASTM C-618 and AASHTO M-295 and TX. DOT DMS-4610 (Producer Code 99097) for Class F
fly ash.
Report of Class "F" Fly Ash Martin Lake Plant Tatum Texas Unit #2 Silo #1
DATE: April 1, 2016 LABORATORY NUMBER: ML #3-2/15/16
MTRF #420 ML
COMPOSITE DATE
2/9/16 -- 2/15/16
ASTM C-618-15 TX. DOT DMS-4610
SPECIFICATIONS SPECIFICATIONS
CHEMICAL ANALYSIS
Silicon Dioxide (SiO2)
Aluminum Oxide (A1203)
Iron Oxide (Fe203)
Sum of Side, AI203, & Fe203
Magnesium Oxide (MgO)
Sulfur Trioxide (S03)
Moisture Content
Loss On Ignition
Sodium Oxide (Na2O)
Potassium Oxide (K20)
Total Alkali as Na2O equivalent
Calcium Oxide (CaO)
PHYSICAL ANALYSIS
Fineness: Amount retained
on 325 sieve %
Water Requirement, % Control
Specific Gravity
Autoclave Expansion, %
Strength Activity Index
With Portland Cement, 7 Day
28 Day
57.11%
19.21%
5.12%
81.44%
3.12%
0.56%
0.05%
0.25%
0.62%
1.50%
1.61%
10.40%
CLASS C CLASS F CLASS C CLASS F
50 Min.
70 Mica.
50 Min
70 Min,
5.0 Max.
5.0 Max.
5.0 Max.
5.0 Max.
3.0 Max.
3.0 Max.
2.0 Max.
2.0 Max.
6.0 Max.
6.0 Max.
3.0 Max.
3.0 Max.
20.51 % 34%m Max. 34% Max. 34% Max. 34% Max.
95% 1050/oMax 105%Max 105%Max 105%Max
2.45
-0.03% 0.8% Max 0.8% Max 0.8% Max 0.8% Max
85 % 75%u Min 75% Min. 75% Min. 75% Min.
90% 75% Min. 75%e Min. 75% Min. 75% Min.
AUTHORIZED SIGNATURE-:
P.O. Box 38 Thompsons, Texas 774 81-003 8
P: 281.343.0079 F: 281.343.0872
own
s ■n Manson
KIDEL6ERGCEMENTGroup
Hanson Aggregates
Southwest Region
Technical Services Lab
1000 N. MacArthur Blvd.
Grand Prairie, TX 75050
Tel. 972-260-3646
Fax. 972-260-3655
www.hansonpic.com
MATERIALS EVALUATION
Coarse Aggregates
Source: Hanson a Bridgeport (Perch -Hill) Plant Technical Services
#777
Type: ASTM #57 (1" - #4) Crushed Lime Stone Report: 2016-777
Lab NO: TS -Weekly -16 Date: 04-24-16
Date: Received: 04-01-16
ASTM
METHOD
TEST
DESCRIPTION
TEST
RESULTS
ASTM C-33
Specification
C-136
2"
Sieve
100
% Passing
--------
C-1.36
1-112"Sieve
100
%Passing
100
C-136
1"
Sieve
96
%Passing
95-100
C-136
314"
Sieve
84
% Passing
--------
C-136
112"
Sieve
46
% Passing
25-60
C-136
318"
Sieve
28
% Passing
-------
C-136
#4
Sieve
6
% Passing
0-10
C-136
#8
Sieve
3
% Passing
0-5
C-136
#16
Sieve
2
% Passing
--------
C-117 Decant (- 9200 Sieve Washed) 1.0 % Passing 1.5% Max.
C-127 Relative Bulk Specific Gravity, SSD 2.663
C-127 Relative Bulk Specific Gravity, Dry 2.632
C-127 Absorption, 0.9 %
C-29 Unit Weight (Dry Rodded), 104.4 Lbs/Cu.Ft.
C-29 Unit Weight (Dry Loose), 94.1 Lbs/Cu.Ft.
C-29 Voids Content (Dry Rodded), 38.3 %
C-131 L.A. Abrasion, 26.8 %° Loss 50%° Max.
C-1260 Potential Alkali Reactivity of Aggregates, 0.03 % Exp. 0.1 % Max
C-88 Soundness by Sodium
Sulfate (5 cycles), .............. 2.30 %g Loss 12% Max.
C-88 Soundness by Magnesium
Sulfate (5 cycles), ............... 3.20 % Loss 18% Max.
C-123 Light Weight Pieces, 0.01 % 0.5% Max.
C-142 Clay Lumps and Friable Particles, 0.01 %n 3.0% Max.
C-25 Calcium Cat•bonate EQV, 96.0 % A ,,
C-25 Acid Insoluble residue. 4.0 %
D-4791 Flat Particles 4.1 %
D-4791 Elongated Particles .... 3.4
Note: - Hanson Product Code TX -130
Vartan Babakhanian, P.E.
Technical Services Lab Manager
Onr letters, analysis and reports are for the exclusive use of the client to wham they are addressed, apply only to the samples tested and/ or inspected and are not necessarily
indicative of the qualities of apparently identical or similar products. This report shall not be rep€oduced except in ful I andwith the writlen approval of HANSON PLC.
CONCRETE
FINE AGGREGATE GRADATION
100 % Concrete Sand
Source:
Product:
Sample Date:
Report Date:
Tested by:
REDI-MIX CONCRETE Red River
Fine Aggregate, ASTM C33 Section 5.1
6128116
716116
DD
Percentage
ASTM
SPECS
TxDOT
SPECS
Sieve
mm
/Ret
%Pass
-
-
1112
38.10
0
100
-
-
1
25.40
0
100
314"
19.00
0
100
100
100
112"
12.70
0
100
100
100
318"
9.51
0
100
100
100
#4
4.76
6
95
95-100
95-100
#8
2.38
19
81
80-100
80-100
#16
1.19
30
70
50-85
50-85
#30
0.60
41
60
25-60
25-65
#50
0.30
88
13
05-30
10-35
#100
0.15
98
3
0-10
0-10
Pan
100
0
-
-
#200 (Decant)
J.
7ABS%
0.70
-
2.8
1
0-3
2.3-3.1
0-3
2.3-3.1
S.G.
2.62
Dry Rodded Weight
(lbs.fc.f)
Tex 203E
S.E.%
Voids
Tex 408A Organic
Impurities
Tex 413A
% Deleterious
Laboratory Manager
3
�=
CURYSO �, ...
CHRYSQ°Air 316
This makes it impossible to predict the dosage required
for a specific mix requirement. As a guide, the
dosage will generally be in the range of 0.05 to 0.25
litres/100 kg of cement to obtain an air content of 5% ±
2% in a medium workability concrete of 300-350 kg/m3
cement content.
Where cement replacement materials are used they
should be included in the cementitious content when
calculating admixture dosage_ Mixes containing only
OPC will usually require dosage in the lower half of the
normal range. Mixes containing PFA or microsilica
are more likely to require dosages in the higher part of
the range. The use of lower quality PFA may increase
the dosage required, possibly extending the normal
maximum dosage up to 0.40 litres1100 kg.
Storage
Minimum shelf life of12 months provided the product is
kept in a temperature between 5°C and 50°C
Packaging
• 25 litres — 200 litres
• Flobins
SAFETY
Instructions for use
A number of factors can affect the air entrainment
obtained for a particular dosage of air entraining
admixture, some of which are listed below. The
examples given of changes that these factors may
make to a Concrete mix should be taken as
guidelines only and the actual effects in any particular)
situation confirmed in trials.
a) Sands of apparently the same grading may!.
have significantly different effects on the level of air
entrainment, depending on factors such as silt;
content, particle size distribution and particle'
shape. Where changes in sand source or content
must be made, or where sand varies within the
same source, a careful check must be made on the
effects on air entrainment
b) Increased cement fineness or cement content will
tend to decrease air content. Changes in cement
source and type may also lead to changes in the
admixture dosage required to obtain a particular air
content.
c) The presence of carbon or organic impurities may
reduce the effectiveness of an air entrainer and require
an increased dosage. This will not usually be a
problem but care may be required when using PFA,
certain pigments orlignite bearing sands.
d) Increased concrete temperature will tend to
reduce air entrainment. Typically a rise from 10°C to
32°C may halve the level of air. In normal mixing
conditions daily fluctuations will not give significant
variations.
e) Variations of mixer type and transit time may
change the level of air entrainment. Small losses
may occur during pumping. These will generally be
consistent for a given set of conditions. High air
contents may significantly reduce pump efficiency
over long pump distances.
D Normal compacting procedures will not
affect air entrainment. Prolonged vibration should
be avoided.
g) Increased dosages may be required at low workability
levels to achieve the required air content.
26 Malcolm Moodie Crescent Jetpark Ext 30 011-395-9700 www.chrysox,
Technical data sheet
CHRYSO°Tard CE -R
Chloride free set retarding water reducing/
plasticising admixture.
Description
CHRYSO®Tard CE -R is classified as a set retarding
water reducing/plasticising admixture according
to SANS 509342:2011 (EN 934-2:2009). The
admixture thus induces the following major
effects on a concrete mix:
Produces the combined effects of a high range
red ucinglplasticising admixture (primary
function) and
A set retarding admixture (secondary function)
Advantages
Water reduction significantly improves
compressive strengths at all ages.
CHRYSOOTard CE -R allows strength grades
to be met at reduced cement content or
increased workability.
Water reduction enhances durability through
production of low permeability concrete.
Controlled retardation extends the working
life and the stiffening time for ease of
construction, minimising delay problems.
Control of stiffening improves slip forming
and assists in preventing the formation of cold
joints in large pours.
Chloride free, safe for use in pre -stressed and
reinforced concrete.
Standards
CHRYSO®Tard CE -R conforms to EN 934-2:2009
(table 2) and conforms to the requirements of
ASTM 0494 Type A and Type D.
Revision number: 2
Date: 2014/10103
Supercedes: 2007705102
Physical and chemical properties
Physical state: liquid
Specific gravity (25°C): 1.250 (±0.02)
Colour: brown
pH: 11 (±2)
Cl ions content < 0.1 %
Na2O. e 1 %
Solubility in water: miscible
Application guidelines
Use
Suitable with all types of Portland cement
Semi -dry concrete screeds
Mixes containing fly ash, slag and silica fum
Reinforcers or pre -stressed concrete
Transport of concrete over long distances
Dosage
The optimum dosage of CHRYSO®Tard CE -R
can only be established by using trial tests,
taking into account local conditions affecting
the workability of the fresh mix and the
mechanical properties required of
the concrete.
Typical.
® By volume: 0.25 to 0.60 litres per 100 kg of
cementitious material (including extenders)
® By weight: 0.31 to 0.75 kg per 100 kg
cementitious material (including extenders)
Range:
i By volume: 0.24 — 0.60 litres per 100 kg of
cementitious material (including extenders)
■ By weight_ 0.30 to 0.76 kg per 100 kg
cementitious material (including extenders)
CHOYSO
CHRYSO Southern Africa (Pty) Ltd. Sharecall facility. 0361 CHRYSO
Gauteng (head office): 26 Malcom Moodie, Crescent, Jet Park I T. +27(0)11 395 9700 I F: -x27(0)11 397 6644 1 W: www.chry5o.mm www h r
ys o.com
Technical data sheet
CHRYS4°lard CE -R
Chloride free set retarding water reducing/
plasticising admixture.
Overdosage: An overdose of double the
recommended amount may result in a
significant increase in retardation. Provided
that adequate curing is maintained, the
ultimate strength of the concrete will not
be impaired. The overdose will increase
the plasticising effect of CHRYSO®Tard
CE -R, allowing for increased water reduction
and higher ultimate strengths. A significant
rise in workability may lead to segregation
and bleeding. The effects of overdosing will
be further increased if sulphate resisting
cement or 5CMs are used.
Dispensing/mixing
CHRYSO®Tard CE -R is completely miscible
in water.
CHRYSO®Tard CE -R should never be added to
dry cement or to components of a mix that
are dry.
CHRYSOITard CE -R can be added to concrete
using one of the following methods:
9 To the gauge water before mixing:
CHRYSO®Tard CE -R should be added to
approximately 90% of the concrete's
total gauge water requirement (including
admixture). The remaining 10% of the
concrete's total gauge water requirement
(without admixture) should be added in
small increments until the target concrete
workability is achieved.
® As a component of the mixing process:
Should be added simultaneously with
approximately 90% of the concrete's total
gauge water requirement.
® To fresh mixed concrete in a readymix
truck drum: Reverse the readymix truck
Revision number: 2
Date: 2014,10103
S u p e rce des: 2 007!1)5102
drum to discharge at very slow revolutions.
When the concrete reached the mouth of the
drum, stop the drum. Place CHRYSO®Tard CE -R
on the concrete and not onto any exposed
surface of the drum interior. Change
the direction of the drum onto mixing and
thoroughly mix the concrete at maximum
permissible drum rpm, in order to ensure
effective dispersion of CHRYSO"Tard CE -R
throughout the concrete. (a minimum of
1 minute per 1 cubic metre of concrete;
therefore 6 cubic metres = 6 minutes).
All CHRYSO"Admixtures should be added
to the concrete separately and must not be
mixed together.
Storage
CHRYSO®Tard CE -R has a shelf life of 12
months starting from the manufacturing date
— provided no other chemicals are added to it.
The product should be stored away from the
rain and frost in clean, dry tanks.
Prevent product from freezing.
Packaging
Bulk taker loads
1 000 litre flobin
200 litre blopak
25 litre jerrycan
Health and safety
This product is classified as harmless. CHRYSO will
provide onsite assistance when requested. Refer
to the material safety data sheet.
Disclaimer: The information contained in this document is given to the best of CHRYSO's knowledge and is the result of extensive testing. However, this document will not under any
circumstances be considered as a warranty involving CHRYSO's liability in case of misuse. Tests should be carried out before any use of the product to ensure that the methods and
conditions of use of the product are satisfactory. CHRYSO specialists are at the disposal of the users in order to help them with any problems encountered.
CHHYS0
C1-IRYSO southern Africa (Pry) ltd. Sharecall facility. 0861 CHRY50 h
Q
Gauteng (head office): 25 Malcom Moodie, Crescent, let Park I T: +27(0111 395 9700 1 F: +27(0)17 397 6644 1 W: v>rvwchryso.rbm