Gateway BP(1.4)-CS061016 (2)LMC
Mix No.
Strength 28 Days
Cement
Coarse Aggregate
Concrete Mix Design
Date: 16- Oct -06
Client: Hill Wilkinson, Ltd.
Project: Haverty's Distribution Center
Coppell, Texas
Materials: Cement: ASTM C -150, Type 1 /11
Flyash: ASTM C-618, Class F
Coarse Agg.: ASTM C 33, 1"- #4 Crushed Stone
Fine Agg.: ASTM C -33, Concrete Sand
Admixtures: ASTM C 494, Type A or D
ASTM C -260
1 Cubic Yard By Weight SSD
Use Paving
Fine Aggregate 1354 lbs
Water 250 lbs
Admixture Water Reducer 19 ozs
AEA 3_1 ozs
Total Weight 3924 lbs
1261 (5 SK ,WR,AIR)
3000 psi
Air
470 lbs
0 Ibs
1850 lbs
Unit Weight 145.34 pcf
W /Cm Ratio 0.53
Fly Ash Replacement 0%
Maximum Temperature 95 F
Slump 3-5 inches
Entrained Air 3
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
(972) 221 -4646 (main)
(972) 221 -4100 (fax)
www.Iattimorematerials.com
Lattimore Materials Company guarantees the above mix design will achieve the specified strength when tested and evaluated in
accordance with ASTM C172, C31, C39 and C94 (Including proper initial curing as per ASTM C31 Section 10.1.2), and when the
recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed.
In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should he forwarded
to our Quality Control Department (fax 972 221 -9647) as soon as available. Failure to forward reports in a timely fashion can delay
response time in dealing with concrete concerns as well as future project submittals.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other
information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared
or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of
Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
L C Field Test Data
Contractor:
Project:
Laboratory:
1 11 /10/05
2 11/16/05
3 11/22/05
4 11/23/05
5 11/29/05
6 11/30/05
7 12/05/05
8 12/12/05
9 12/19/05
10 12/22/05
11 12/28/05
12 12/29/05
13 01/03/06
14 01/05/06
15 01/10/06
16 01 /11/06
17 01/17/06
18 01/19/06
19 01/26/06
20 01/27/06
21 01/30/06
22 01/31/06
23 02/01/06
24 02/06/06
25 02/08/06
26 02/09/06
27 02/13/06
28 02/15/06
29 02/16/06
30 02/17/06
31 02/22/06
32 02/23/06
33 02/27/06
34 02/28/06
35 03/02/06
36 03/06/06
37 03/08/06
38 03/24/06
39 03/28/06
40 03/28/06
41 03/29/06
42 04/07/06
43 04/26/06
The Beck Group
Southlake Town Square
Southlake, Texas
Terracon
Conc. 7 Day Data
Date Slump Temp Air% Cy1.1 7Avg.
28 Day Compressive Strength Data 28 Day 28 Day
Cy1.1 Cy1.2 SetAvg Avg./3 Range St.Dev. Run.Avg.
7.25
6.25
5.00
6.00
5.50
6.00
4.50
6.00
4.00
4.50
5.00
4.50
6.00
5.75
3.50
4.00
7.00
5.25
6.50
7.25
4.75
3.00
6.00
7.00
5.75
6.25
5.00
7.00
5.50
5.00
5.00
6.25
7.00
6.50
5.75
6.25
5.00
5.75
4.00
6.50
3.00
5.50
5.00
62
52
59
57
67
52
57
58
58
54
74
77
71
60
62
64
58
62
62
59
64
69
62
55
59
63
60
62
72
53
66
59
60
67
75
72
68
58
71
70
69
84
69
1970
3270
2710
2380
3300
2600
3320
4220
3030
3060
2910
3110
2790
2990
3630
3210
2360
2640
3100
3050
3420
3150
6.70 3020
5.80 2230
6.90 2770
6.00 3070
4.70 2950
5.80 2420
3.40 3070
5.40 3570
5.10 3610
5.80 3110
5.80 2490
5.50 2810
4.70 2850
5.50 2420
5.50 3190
5.20 3200
5.20 2800
5.80 2320
3.70 3470
2160
4.80 2410
4.30
5.40
4.00
5.00
3.90
6.40
4.00
5.50
5.10
5.70
6.00
4.90
5.30
5.50
4.20
4.80
7.20
5.20
6.80
5.70
3.00
1261 Southlake Town Square.xls
Mix No. 1261
Data Updated:
Design Strength f
Data Represents:
Avg. Slump: 5.48
05/15/06
3000 psi
42 Tests
Avg. Air% 5.22
Basis for Selection
AC1 318, Section 5.3.2.1 (5 1)
Standard Deviation: 478 psi
Required Strength f,,: 3641 psi
psi
Average Strength:
3920
1970 3320 3270 3300 50 3300
3270 4770 4880 4830 110 1082 4070
2710 3740 3950 3850 3990 210 775 3990
2380 3610 3220 3420 4030 390 695 3850
3300 4320 4240 4280 3850 80 632 3940
2600 3630 3630 3630 3780 0 579 3890
3320 4280 4760 4520 4140 480 580 3980
4220 4610 4120 4370 4170 490 555 4030
3030 3920 4090 4010 4300 170 519 4020
3060 4260 4460 4360 4250 200 501 4060
2910 3880 3810 3850 4070 70 479 4040
3110 3520 3950 3740 3980 430 465 4010
2790 3380 3360 3370 3650 20 480 3960
2990 3560 3780 3670 3590 220 467 3940
3630 4650 4850 4750 3930 200 496 4000
3210 5000 4760 4880 4430 240 528 4050
2360 3480 3290 3390 4010 190 536 4010
2640 3620 3510 3570 4050 110 530 3990
3100 3820 3950 3890 3620 130 516 3980
3050 3780 3710 3750 3740 70 505 3970
3420 3750 4000 3880 3840 250 492 3970
3150 3880 4310 4100 3910 430 481 3970
3020 3640 3850 3750 3910 210 472 3960
2230 3180 3110 3150 3670 70 491 3930
2770 3770 4200 3990 3630 430 481 3930
3070 4330 4070 4200 3780 260 474 3940
2950 3830 3820 3830 4010 10 465 3940
2420 3520 3540 3530 3850 20 463 3920
3070 4130 4130 4130 3830 0 456 3930
3570 4980 5050 5020 4230 70 491 3970
3610 4910 4610 4760 4640 300 503 3990
3110 4020 4160 4090 4620 140 495 4000
2490 3210 3220 3220 4020 10 506 3970
2810 3870 3530 3700 4160 340 500 3960
2850 3760 3670 3720 3900 90 494 3960
2420 3430 3310 3370 3600 120 497 3940
3190 3900 3420 3660 3580 480 492 3930
3200 3950 4010 3980 3670 60 486 3930
2800 3890 3960 3930 3860 70 479 3930
2320 3510 3470 3490 3800 40 478 3920
3470 4290 4270 4280 3900 20 475 3930
2160 3500 3190 3350 3710 310 478 3920
2410 478 3920
1
Sieve
Size (in)
Wt. Ret.
Ret.
Pass
ASTM C33 #57
Limits
1 -1/2"
1.500
0
0.0%
100.0%
100%
1"
1.000
2.38
4.2%
95.8%
95% to 100%
3/4"
0.750
10.78
19.1%
80.9%
1/2"
0.500
31.08
55.1%
44.9%
25% to 60%
3/8"
0.375
37.70
66.9%
33.1%
#4
0.188
52.52
93.2%
6.8%
0% to 10%
#8
0.094
55.52
98.5%
1.5%
0% to 5%
PAN
LMC
Date Sampled: 4- Sep -2006
Date ran: 11- Sep -2006
Total dry wt: 56.38
Gradation Analysis for #57 Coarse Aggregate
ASTM C29, C33, C117, C127 D75
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
0.010
Absorbtion: 1.08%
ASTM C117: 0.49%
Specific Gravity: 2.67
Dry Loose Unit Wt: 96.87
L.A. Abrasion: 26.5
lbs.
0.100
Dry Rodded Unit Wt: 106.27 lb /ft
Sieve Size (in.)
lb /ft
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972 -221 -4646 (main)
972 -221 -9647 (fax)
www.lattimorematerials.com
Sample: 1" x #4
Source: Hanson
Location: Perch Hill
1.000
Retained
Passing
10.000
Sieve
Size (in)
Wt. Ret.
Ret.
Pass
Passing ASTM
C33 Limits
Retained
TxDOT 421
3/8"
0.375
0.0
0.0%
100.0%
100%
0%
1/4"
0.250
2.8
0.4%
99.6%
#4
0.188
12.6
1.7%
98.3%
95% to 100%
0% to 5%
#8
0.094
129.3
17.4%
82.6%
80% to 100%
0% to 20%
#10
0.079
152.2
20.5%
79.5%
#16
0.047
221.3
29.8%
70.2%
50% to 85%
15% to 50%
#20
0.033
258.6
34.8%
65.2%
#30
0.023
308.8
41.6%
58.4%
25% to 60%
35% to 75%
#40
0.017
389.2
52.4%
47.6%
#50
0.012
535.4
72.1%
27.9%
5% to 30%
65% to 90%
#80
0.007
679.6
91.5%
8.5%
#100
0.006
702.1
94.5%
5.5%
0% to 10%
90% to 100%
#200
0.003
732.8
98.7%
1.3%
0% to 3%
97% to 100%
PAN
LMC
Date Sampled: 11- Sep -2006
Date ran: 13- Sep -2006
Total dry wt:
Gradation Analysis for Fine Aggregates
ASTM C29, C33, C117, C128 D75
742.6 grams
Fineness Mod.: 2.57
Sand Eq.: 90.2
Specific Gravity: 2.64
Dry Loose Unit Wt: 100.90 Ib /ft
Dry Rodded Unit Wt: 116.14 Ib /ft
Absorbtion: 1.23%
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972 -221 -4646 (main)
972- 221 -9647 (fax)
www.lattimorematerials.com
Sample: Spec
Source: Denton
Location: Load Out
TYPICAL DATA FOR SIKA
AEA -15
ASTM CERTIFICATION
C -260 Air Entraining Admixtures
COLOR
Brown
SPECIFIC GRAVITY g/mI
1.02 0.02
pH
8
CHLORIDES
0.1
QuALI ry
9
ISO 9002 001
11 /E V EME
DESCRIPTION
Sika AEA -15 admixture is a liquid solu-
tion of concentrated organic materials. It
has been formulated and manufactured
specifically to provide stable and pre-
dictable air contents in concrete, with
uniform air bubble spacing throughout
the concrete matrix.
Sika AEA -15 meets the requirements of
ASTM C -260 for air entraining admixtures
and AASHTO M -154
APPLICATIONS
Sika AEA -15 can be used whenever air
entrained concrete is desired. Ready
mix, precast and block producers can
all achieve optimum entrained air con-
tents, even where harsh mixes are used
or fly -ash is added to the mix.
ADVANTAGES
Air entrainment is recognized as the
most effective prevention against con-
crete scaling in exposed environments.
Air entrained concrete delivers particu-
lar benefits in the form of increased
concrete durability. This is important in
colder climates where frost and freeze
thaw cycles can cause scaling and dam-
age to the concrete surface.
Air entraining agents help to prevent
scaling by creating millions of micro-
scopic air voids, allowing water trapped in
the concrete to expand when the concrete
freezes, thus preventing cracks caused by
natural expansion. Entrained air voids in
the concrete will also increase durability in
harsh environments where concrete is
exposed to deicing salts, marine salts and
sulfates.
Workability and placeability are also im-
proved by the lubricating action of the
microscopic bubbles in the concrete.
Concrete will flow better, and bleeding
and shrinkage will be reduced because
less water is needed to obtain the desired
workability.
Sika® AEA -15
Air Entraining Admixture
HOW TO USE
DOSAGE
Addition rates will vary depending on the air
content required for a particular project.
Typically air contents will be specified in the
range of 4 to 8 percent by volume. Other
factors that may affect the amount of air
entrained into the concrete include, but are
not limited to, cement content and type, sand
gradation, temperature and water content.
Sika recommends that trial mixes be tested
whenever material or any other changes
are made that may affect the amount of
entrained air.
Dosage rates for Sika AEA -15 will typi-
cally fall between 1/4 and 1 fl. oz. /100 Ibs.
(16 65 ml /100 kg) of cement to entrain
between 4 and 6 percent air. Higher air
contents may be obtained by increasing
the dosage rate.
Combination with other admixtures, par-
ticularly water reducers and retarders, will
tend to increase the amount of entrained air
in the mix. Air contents should be checked
with an air -meter after botching and dosage
adjustments made at the concrete plant.
MIXING
Measure the required quantity per batch
manually or with automatic dispenser
equipment. Add Sika AEA -15 to mixing
water or sand. Do not mix with dry ce-
ment. When used in combination with other
11/99
admixtures, care must be taken to dis-
pense each admixture separately into the
mix.
PACKAGING
Sika AEA -15 is supplied in 55 gallon (208
liter) drums and bulk delivery.
STORAGE AND SHELF LIFE
Sika AEA -15 should be stored at above
35 °F (2 °C). If frozen, thaw and agitate
thoroughly to return to its normal state
before use.
Shelf life when stored in dry warehouse
conditions between 50 °F and 80 °F (10 °C
27°C) is 1 year minimum.
CAUTION
Skin and eye irritant; avoid contact. The use
of NIOSH /MSHA approved respirator,
safety goggles and rubber gloves is rec-
ommended. Avoid breathing product. Use
with adequate ventilation. Remove con-
taminated clothing.
FIRST AID
Wash skin with soap and water, In case
of eye contact, flush with water for 15
minutes; contact a physician. Wash cloth-
ing before re -use.
CLEAN UP
Contain and collect with absorbent ma-
terial. Dispose of in accordance with
local, state and federal regulations.
TYPICAL DATA FOR PLASTOCRETE 161
ASTM CERTIFICATION ASTM C -494 Type A
COLOR
Brown
SPECIFIC GRAVITY g/ml
1.17 0.05
pH
>8
CHLORIDES
<0.1
DESCRIPTION
Plastocrete 161 is a polymer -type water
reducing admixture. Plastocrete 161
contains no chlorides.
Plastocrete 161 meets the requirements
of ASTM C -494 Type A and AASHTO M194
Type A.
APPLICATIONS
Plastocrete 161 is recommended for use
in all applications where high quality
concrete with superior workability and
normal setting times is required.
HOW IT WORKS
Plastocrete 161 water reducing admix-
ture provides an economical and highly
effective means of reducing the amount
of mixing water required to produce con-
crete of a certain slump by acting as a
dispersant for the cement particles in
the mix.
Through this dispersing action more of
the surface area of the cement particles
is available for early hydration. The more
cement particles hydrated by contact
with the mixing water, the greater the
compressive strength of the concrete.
ADVANTAGES
Plastocrete 161 is formulated as a Type
A water reducer to allow 7 10% water
reduction and maximize the benefits of
increased hydration in both the hard-
ened and plastic states.
BENEFITS
Reduced water content required to
achieve desired slump, increases
compressive and flexural strengths
and allows the use of more economi-
cal mixes.
Improved paste quality makes con-
crete easier to pump and finish.
Plastocrete 161
Water Reducing Admixture (Type A)
A Consistent normal setting times through-
out the recommended dosage.
Lower water cement ratios provide
decreased permeability and increased
durability.
Combination with other Admixtures:
Plastocrete 161 works effectively as a
single admixture or in combination with
other admixtures in the Sika System. When
air entrained concrete is specified, Sika
recommends the use of Sika air entraining
agents.
HOW TO USE
DOSAGE
Addition rates of 3 6 fl. oz. /100 lbs. (195
390 m1/100 kg) of cement are recom-
mended for general concrete applications
where normal setting characteristics are
desired.
MIXING
Plastocrete 161 is added at the concrete
plant. Measure required quantity manually
or by automated dispenser. Add into the
sand at the weigh hopper or into the water
line at the batch plant.
When used in combination with other ad-
mixtures, care must be taken to dispense
each admixture separately into the mix. Do
not mix with dry cement.
11/99
PACKAGING
Plastocrete 161 is supplied in 55 gallon
(208 liter) drums and bulk delivery.
STORAGE AND SHELF -LIFE
Plastocrete 161 should be stored at above
35 °F (2 °C). If frozen, thaw and agitate
thoroughly to return to normal state before
use.
She"- life when stored in dry warehouse
conditions between 50 °F and 80 °F (10 °C
27 °C) is one year minimum.
CAUTION
Skin and eye irritant; avoid contact. The use
of NIOSH /MSHA approved respirator,
safety goggles and rubber gloves is rec-
ommended. Avoid breathing product. Use
with adequate ventilation. Remove con-
taminated clothing.
FIRST AID
Wash skin with soap and water. In case of
eye contact, flush with water for 15 minutes;
contact a physician. Wash clothing before
re -use.
CLEAN UP
Contain and collect with absorbent mate-
rial. Dispose of in accordance with local,
state and federal regulations.
TYPICAL DATA FOR PLASTIMENT
ASTM CERTIFICATION ASTM C -494 Types B and D
COLOR
Yellow /Green
SPECIFIC GRAVITY g/ml
1.18 0.5
pH
8
CHLORIDES
0.1
DESCRIPTION
Plastiment is a water- reducing and re-
tarding admixture. Plastiment contains
no calcium chloride or any other inten-
tionally added chlorides.
Plastiment meets the requirements of
ASTM C -494 Types B and D and AASHTO
M194 Types B and D.
:'PLICATIONS
Plastiment is recommended for use when-
ever high quaility concrete with predict-
able and controlled set times is desired.
Use in flatwork and horizontal or vertical
slipform placements where a superior
surface finish is required.
ADVANTAGES
Plastiment is highly effective in hot
weather concreting to offset the accel-
erating effects of high ambient tempera-
tures by controlling the heat of hydra-
tion. Concrete workability is enhanced
and a superior surface finish is obtained.
BENEFITS
In mass concrete pours Plastiment
controls temperature rise and reduces
the risk of thermal cracking.
Initial set times are delayed, allowing
time for proper placement and finish-
ing without cold joints in hot weather
conditions.
Plastiment increases concrete density
and delivers increased early and ulti-
mate, compressive and flexural
strengths.
Plastiment
Water Reducing and Retarding Admixture (Types B D)
A For flatwork applications Plastiment
acts as a finishing aid, workability is
improved, bleeding is controlled and a
superior surface finish is obtained.
Lower water cement ratios provide
decreased permeability and increased
durability.
Combination with other Admixtures:
Plastiment works effectively as a single
admixture or in combination with other
admixtures in the Sika System.
HOW TO USE
DOSAGE
Addition rates of 2 4 fi. oz. /100 lbs.
(130 -260 ml /100 kg) cement are rec-
ommended for general concrete applica-
tions. Where extended retardation is
required dosage may be increased. Please
contact your local Sika Representative
for information and assistance.
MIXING
Add Plastiment at the concrete plant.
Measure required quantity manually or
by automated dispenser. Add into the
sand at the weigh hopper or into the
water line at the batch plant.
When used in combination with other
admixtures, care must be taken to dis-
pense each admixture separately into
the mix. Do not mix with dry cement.
PACKAGING
Plastiment is supplied in 55 gallon (208
liter) drums and bulk delivery.
STORAGE AND SHELF -LIFE
Plastiment should be stored at above
30 °F -1 °C). If frozen, thaw and agitate
thoroughly to return to normal state
before use.
Shelf life when stored in dry warehouse
conditions between 50 °F and 80 °F (10°C-
27°C) is one year minimum.
CAUTION
Skin and eye irritant; avoid contact. The
use of NIOSH /MSHA approved respira-
tor, safety goggles and rubber gloves is
recommended. Avoid breathing product.
Use with adequate ventilation. Remove
contaminated clothing.
FIRST AID
Wash skin with soap and water, In case
of eye contact. flush with water for 15
minutes; contact a physician. Wash cloth-
ing before re -use.
CLEAN UP
Contain and collect with absorbent mate-
rial. Dispose of in accordance with local,
state and federal regulations.
1/97