SS9901-SP040614 (2) LM(1i Date: 27-May-04
11111111111111111111•1 •
Client: • Mas-Tec
Project: City of Coppell(De Forest Rd.Lift Station improvements)Forest Main D
Coppell,TX
Materials: Cement. ASTM C-150,Type VII
Fiyash: ASTM C-618,Class F
Coarse Agg.: ASTM C 33,1"-114 Crushed Stone ;, X
4 elt3C '11; ;;
Fine Agg.: ASTM C-33,Concrete Sand
Admixtures: ASTM C 494,Type A or D
ASTM C-260
c. fj, ?,-:!
1 Cubic Yard By Weight - SSD
-;;;;
Use
le;) C.
Mix No 1701 (6 SK,WR,AIR) fabri.,:at,on an.1 ci cc;;;F;tr:.;r
Strength 28 Days 4000 psi IC ut E.:1 6:her traci,,s;and
Air t:le i(:`,2 Cif
Cement 564 lbs
3Y: T3C—." DATE: (7/PLA/OM
0 ibs
Coarse Aggregate 1850 lbs 511\-TS
Fine Aggregate 1245 lbs
Water 262 ibs
Admixture Water Reducer 23 ozs
AEA 3.7 ozs
Total Weight 3921 lbS •
Unit Weight 146,21 pcf
W/Cm Ratio 0.46
Fly Ash Replacement 0%
Maximum Temperature 95°F
Slump 3-5 inches
Entrained.Air 3-6%
This mix design submittal and or price quote is proprietary and confidential and not to be shared nor
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.
Lattimore Materials Company guarantees the above mix design wIll achieve the specified strength
when tested and evaluated in accordance with ASTM C 172, G 31, C 39, and C 94 and when the
recommended procedures for placement and curing In ACI 304,305/306 are followed.
In accordance with ASTM C 94, Lattimore Materials Company requests that copies of all strength
tests be forwarded to Our Quality Control Department.
GH
Lattimoro Materials Company
P.O.Box 556-McKinney,Texas 75070-0556
(972)221-4646 (972)569-4646.
www.Intax.corn
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L C Field Test Data Mix No. 1701 Basis for Selection
Contractor: Hughs&Sons Data Updated: 12/23/03 AC1 318,Section 5.3.2.1 (5-1)
Project New Crandall High School Design Strength f',: 4000 psi Standard Deviation: 787 psi
Crandall,Texas Data Represents: 41 Tests Required Strength r,; 4385 pni
Laboratory: Hooper Engineering Avg.Slump:4.69 Avg.Air% 4.04 Average Strength; 4430 psi
Conc. 7 Day Data 28 Day_Compressive Strength Data 28 Day 28 Day
# • Date Slump Temp Air% Cy1.1 . 7Avg. Cy1.1 Cy1.2 SetAvg Avg./3 Range St.Dcv. Run.Avg.
1 06/25/03 3.75 94 2.20 3290 3290 4030 4040 4040 14 4040
2 06/28/03 5.00 93 4.10 3480 3480 4240 4290 4270 50 163 4160
3 06/28/03 5.25 90 4.00 3350 3350 4620 4550 4590 4430 • 70 276 4300
4 06/28/03 5.25 90 3.90 3970 3970 4450 4490 4430 4.510 50 235 4330
5 07/03/03 4,50 93 5.00 3280 3280 4410 4050 4230 4420 360 208 4310
6 07/03/03 5.00 98 3200 3200 3930 4100 4020 4020 170 221 4260
7 07/09/03 4.25 93 3.90 3790 3790 4630 4850 4740 4400 220 271 4330
8 . 07/09/03 4.50 93 3700 3700 4260 4320 4290 4340 60 251 4330
9 07/09/03 4.50 95 3,50 3620 362D 4560 4510 4540 4520 50 245 4350
10 07/09/03 4.75 94 3.80 4030 4030 4840 4760 4800 4540 80 272 4400
II 07/11/03 4.50 100 4.50 3570 3570 4240 4420 4330 4560 180 258 4390
12 07/11/03 4.00 98 3810 3810 4770 4550 4660 4600 220 258 4410
13 07/17/03 4.75 89 3.80 3970 3970 4700 4750 4730 4570 50 263 4440
14 07/17/03 5.00 89 3.80 3580 ' 3580 4510 4330 4420 4600 181) 252 4440
15 07`24/03 4.00 93 4.60 3620 3670 4440 4230 4340 4500 210 245 4430
16 07/24/03 4.50 94 4.40 3460 3460 4030 4010 4020 4260. 20 257 4400
17 07/25/03 4.75 93 4.50 3730 3730 4100 4510 4310 4220 410 250 4400
18 07/28/03 4.25 94 4.80 3550 3550 4280 4010 4150 4230 270 250 4380
19 08/08/03 5.00 92 . 3.80 3460 3460 4180 4270 4230 4230 90 245 4380
20 08/11/03 5.00 94 3.20 3140 3140 4500 4520 4510 4370 20 241 4380
21 08/11/03 5.25 95 •3.00 3250 3250 4030 4060 4050 4260 30 245 4370
22 08/13/03 4.00 92 3.90 4050 4050 4720 4860 4790 4450 140 256 4390
23 08/13/03 5.00 90 5.10 3760 3780 4410 4360 4390 4410 51) 250 4390
. 24 08/22/03 5.00 93 4.20 2600 2600 4020 4010 4020 4400 10 256 4370
25 08/22/03 4.75 97 5.30 3580 3580 4380 4.190 4290 4230 190 251 4370
26 08/22/03 5.50 99 3.80 3290 3290 4100 4230 4170 4160 130 249 4360
27 08/29/03 5.25 91 1.70 3870 3870 5340 5130 5240 4570 . 210 297 4390
28 08/29/03 4.50 94 3.90 3980 3980 4930 4890 4910 4770 40 307 4410
29 08/29/03 4.50 97 4.30 3490 3490 4580 4480 4530 4890 100 303 4420
30 .(78/29/03 5.00 95 3.70 3530 3530 4530 4700 4620 4690 1711 300 4420
31 08/29/03 4.50 95 4.70 3850 3850 4490 4360 4430 4530 130 295 4420
32 09/09/03 4.75 85 5.60 3290 3290 4060 4100 4080 4380 40 296 4410
33 09/09/03 5.00 87 5.10 3190 3190 4300 4070 4190 4230 230 294 4400
34 119/10/03 4.75 87 5.10 3310 • 3310 4630 4530 4580 4280• 100 291 4410
35 09/10/03 5 00 88 4.30 3190 3190 4570 4390 4480 4420 180 787 4410
36 09/16/03 4.50 87 4,00. 3310 33)0 4480 4480 4480 4510 U 283 4410
37 09/19,03 5.25 79 2.60 3470 3470 4650 4780 4720 4560 1311 284 4420
38 09/22/03 3.75 79 3.30 3470 3470 4710 4670 4690 4630 40 283 4430
39 10/20/113 4.00 83 . 3.00 3590 .3590 3990 4080 :4040 4480 90 28(i 4420
411 10;77/03 515 811 37011 3700 4730 4900 4820 4570 170 ,2,)11 4430
41 11104/03 4 50 75 4.90 3390 3390 433(1 4200 4270 4460 130 287 4430
170 1 • Nevi Crandall High School is 1
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LMCLattimore Materials Co.
1700 Redbud Blvd., Suite 200
McKinney,Texas 75070
wasmommummil Office: (972) 221-4646
• . ' Fax: (972)221-9647
REPORT OF: Analysis of Coarse Aggregate
PROJECT: Various Projects
DATE: 04/29/2004
METHOD: ASTM C29, C33, C117, C127 & D75
MATERIAL SOURCE: Bridgeport 1"- #4 Crushed Stone
SPECIFICATIONS
SIEVE PERCENT PERCENT
SIZE PASSING PASSING
1 1/2" 100.0 100
1" 98.5 95 - 100
3/4" 86.7 ...
1/2" 59.0 25 - 60
' 3/8" 44.4 ...
#4 8.1 0 . 10
#8 0.8 0 - 5
DRY RODDED UNIT WEIGHT = 101.72 PCF
SPECIFIC GRAVITY = 2.68
MINUS 200% = 0.39%
ABSORBTION = 0.85%
-*'7•ZS. - r.f...it14 0 0
.7g... + 1
P. 'deb
7 ,„7:t. b
/ ' cum.,.! f z Richard S. Szecsy, PhD, PE
.6,. 4 41/0 ��e:40.41 VieC Prca�fdcnt
hh i A New Product Development & Risk Management
T Lattimore Materials Co.
•
j11\ [c 1700 Rodbud Blvd.,Suite 200
McKinney,Texas 75070
Office: (972)221-4646
• Fax: (972) 221-9647
REPORT OF: Analysis of Fine Aggregate
PROJECT: Various Projects
DATE: 4/22/2004
METHOD: ASTM C29, C33, C117, C128 & D75
MATERIAL SOURCE: Denton Blend Spec Sand
SPECIFICATIONS
SIEVE PERCENT PERCENT
SIZE PASSING PASSING
3/8" 100.0 100
1/4" 99.6
•
#4 97.4 95 . 100
#8 83.3 80 - 100
#10 79.5 -_
#16 70.5 50 . 85
#20 64.9 ---
#30 55.5
25 - so •
#40 41.4 __
#50 22.7 10 - 30
#80 7.0 ---
#100 3.8
0 . 10
#200 1.0 0 - 3
DRY RODDED UNIT WEIGHT = 115.5 PCF
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SPECIFIC GRAVITY _ 2.62
FINENESS MODULUS _ 2.67
MINUS 200% •• 0.10%
ABSORBTION = 1.20%
1
)007:
246
r• Richard S.Szecsy, PhD, PE •
��.
�1rw Vice President •
1,.c•
c.
a`` Z1�IONAt New Product Development& Risk Management
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Sika® A'.A. 5:• . • . . 1/97
i ..
Iso 9000
it . 9 Air Entraining Admixture
DESCRIPTION admixtures, care must be taken to dis-
Sika AEA-15 admixture is a liquid solu- HOW TO USE pense each admixture separately into the
lion of concentrated organic materials.It mix.
has been formulated and manufactured DOSAGE
specifically to provide stable and pre- Addition rates will vary depending ontheair PACKAGING
dictable air contents in concrete, with content required for a particular project. Sika AEA-15 is supplied in 55 gallon(208
uniform air bubble spacing throughout Typically air contents will be specified in the liter)drums and bulk delivery.
the concrete matrix. range of 4 to 8 percent by volume. Other
Sika AEA-15 meets rhg requirements of factors that may affect the amount of air STORAGE AND SHELF LIFE
ASTMC-260for the
admixtures entrained into the concrete include,but are Sika AEA-15 should be stored at above
notlimited to,cement content andtype,sand 35°F (2°C). If frozen, thaw and agitate
and AASHTO M-154 gradation,temperature and watercontent. thoroughly to return to its normal state
APPLICATIONS Sika recommends that trial mixes be tested before use.
Sika AEA-15 can be used whenever air whenever material or any other changes
are made that may affect the amount of Shelf life when stored in dry warehouse
entrained concrete is desired, Ready-
mix, precast and block producers can entrained air. conditions between 50°F and 80°F(10°C-
all achieve optimum entrained air con- 27°C)is 1 year minimum.
Dosage rates for Sika AEA-15 will type-
tents,even where harsh mixes are used
Or fly-ash is added to the mix. catty fall between 1/4 and 1 fl.oz./100 lbs. CAUTION
(16-65 m1/100 kg)of cement to entrain
ADVANTAGES between d and 6 percent air. Higher air
contents maybe obtained by increasing Skin and eye irritant;avoid contact.The use
Air entrainment is recognized as the the dosage rate, of NIOSH/MSHA approved respirator,
most effective prevention against con- safety goggles and rubber gloves iS rec-
crete scaling in exposed environments. Combination with other admixtures,par- ommended.Avoid breathing product.Use
Air entrained concrete delivers particu- ticularly water reducers and retarders,will with adequate ventilation. Remove con-
lar benefits in the form of increased tend toincrease the amount of entrained air taminated clothing.
concrete durability. This is important in in the mix. Aircontents should be checked
Colder climates where frost and freeze- with an air-meter afterbatchinganddosage FIRST AID
thaw cycles can cause scaling and dam- adjustments made at the concrete plant. Wash skin with soap and water. In case
age to the concrete surface. Of eye contact, flush with water for 15
MIXING minutes;contact a physician.Washcloth-
Air entraining agents help to prevent ing before re-use.
Scaling by creating millions of micro- Measure the required quantity per batch
manually or with automatic dispenser
scopic air voids,allowing water trapped in CLEAN UP •
the concrete toexpand when the concrete equipment. Add Sika AEA-15 to mixing Contain and collect with absorbent ma-
freezes,thus preventing cracks water or sand. Do not mix with dry ce-
p g y meet.When used in combination with other terial, Dispose of in accordance with
natural expansion, Entrained air voids in local,state and federal regulations.
the concrete will also increase durability in
harsh environments where concrete is
exposed to deicing salts,marine salts and TYPICAL DATA FOR SIKA AEA 1y
sulfates.
Workability and placeability are also im ASTM CERTIFICATION C-260 Air Entraining Admixtures
proved by the lubricating action of the COLOR Brown •
microscopic bubbles in the concrete.
Concrete will flow better, and bleeding
and shrinkage will be reduced because SPECIFIC GRAVITY g/m1 1.02 s 0.02
less water is needed to obtain the desired
workability. pH >8
CHLORIDES% <0.1
•
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Pla�tocrete� 161 1/97
j: . ,:,,
Water Reducing Admixture (Type A)
1S0 9000
DESCRIPTION A.Consistent normal setting times through- PACKAGING
Plastocrete 161 is a polymer-type water• out the recommended dosage. Plastocrete 161 is supplied in 55 gallon
reducing admixture, Plas tocrete 161
(208 liter)drums and bulk delivery.
contains no chlorides. •Lower water cement ratios provide
decreased permeability and increased STORAGEAND SHELF-LIFE
Plastocrete 161 meets the requirements durability, Plastocrete 161 should be stored atabove
of ASTMC-494Type A and AASHTO M194 35°F(2°C), If frozen, thaw and agitate
Type A. Combination with other Admixtures: thoroughly to return to normal state before
Plastocrete 161 works effectively as a use.
APPLICATIONS single admixture or in combination with
Plastocrete 161 is recommended for uSe other admixtureSin the Sika System.When Shelf life when stored in dry warehouse
in all applications where high quality air entrained concrete is specified,Sika conditions between 50°F and 80°F(10°C-
concrete with superior workability and recommends the use of Sika air entraining 27°C)is one year minimum,
normal setting times is required. agents.
HOW IT WORKS HOW TO USE CAUTION
Plastocrete 161 water reducing admix-
ture provides an economical and highly Skin and eye irritant:avoidcontact.Theuse
effective means of reducing the amount DOSAGE of NIOSH/MSHA approved respirator,
of mixing water required to produce con- Addition rates of 3-6f1.oz./100lbs.(195 safety goggles and rubber gloves is rec-
crete of a certain slump by acting as a -390 m1/100 kg)of cement are recom- ommended.Avoid breathing product Use
dispersant for the cement particles in mended for general concrete applications with adequate ventilation.Remove con-
the mix. where normal setting characteristics are taminatedclothing.
desired.
Through this dispersing action more of FIRST AID
the surface area of the cement particles MIXING Wash skin with soap and water.In case of
is available for early hydration.The more Plastocrete 161 is added at the concrete eye contact,flush with water for 15 minutes;
cement particles hydrated by contact plant.Measure required quantity manually contact a physician.Wash clothing before
with the mixing water, the greater the or by automated dispenser, Add into the re-use.
compressive strength of the concrete. sand at the weigh hopper or into the water
line at the batch plant. CLEAN UP
ADVANTAGES Contain and collect with absorben tmate-
Plastocrete 161 is formulated as a Type When used in combination with other ad- rial.Oispose of in accordance with local,
A water reducer to allow 7 - 10%water mixtures,care mustbe taken todispense state and federal regulations.
reduction and maximize the benefits of each admixture separately into th e mix.Do
increased hydration in both the hard- not mix with dry cement.
ened and plastic states.
BENEFITS TYPICAL DATA FOR PLASTOCRETE 161
• Reduced water content required to .
achieve desired slump, increases ASTM CERTIFICATION ASTM C-494 Type A
compressive and flexural strengths
and allows the use of more economi- COLOR Brown
cal mixes.
• Improved paste quality makes con- SPECIFIC GRAVITY g/m! 1,17 t 0.05
crate easier to pump and finish.
pH >8
• CHLORIDES% <0.1
••QUAL17y 1/97
150 9001 •
' sty , ,
9002 .
4CHIEVEMSNI
® Water Reducing and Retarding Admixture(Types B & D)
DESCRIPTION ♦ For flatwork applications Plastiment PACKAGING
Plastiment is a water-reducing and re- acts as a finishing aid, workability is Plastiment is supplied in 55 gallon (208
tarding admixture. Plastiment contains improved,bleeding is controlled and a liter) drums and bulk delivery.
no calcium chloride or any other inten- superior surface finish is obtained.
tionally added chlorides. STORAGE AND SHELF-LIFE
• Lower water cement ratios provide Plastiment should be stored at above
Plastiment meets the requirements of decreased permeability and increased 30°F(-1°C). If frozen, thaw and agitate
ASTM C-494 Types 8 and D and AASHTO durability, thoroughly to return to normal state
M194 Types B and D. before use.
Combination with other Admixtures:
APP/_ICATIONS Plastiment works effectively as a single Shelf life when stored in dry warehouse
Plastiment is recommended for use when- admixture or in combination with other conditions between 50°F and 80°F(10°C-
ever high quaility concrete with predict- admixtures in the Sika System. 27°C) is one year minimum.
able and controlled Set times is desired.
Use in flatwork and horizontal or vertical
HOW TO USE
slipform placements where a superior CAUTION
surface finish is required.
DOSAGE Skin and eye irritant:avoid contact.The
ADVANTAGES Addition rates of 2 - 4 fl. oz./100 lbs. use of NIOSH/MSHA approved respire-
Plastiment is highly effective in hot (130-260 ml/100 kg) cement are rec- tor,safety goggles and rubber gloves is
weather concreting to offset the accel- ommended for general concrete applica- recommended.Avoid breathing product.
orating effects of high ambient tempera- tions. Where extended retardation is Use with adequate ventilation. Remove
tures by controlling the heat of hydra- required dosage may be increased.Please contaminated clothing.
tion. Concrete workability is enhanced contact your local Sika Representative
arid a superior surface finish is obtained. for information and assistance. FIRST AID
BENEFITS Wash skin with soap and water, In case
MIXING of eye contact, flush with water for 15
• In mass concrete pours Plasliment Add Plastiment at the concrete plant. minutes;contact a physician.Wash cloth-
controls temperature rise and reduces Measure required quantity manually or ing before re-use.
the risk of thermal cracking. by automated dispenser. Add into the
sand at the weigh hopper or into the CLEANUP
A Initial set times are delayed. allowing water line at the batch plant. Contain and collect with absorbent mate-
time for proper placement and finish- rial.Dispose of in accordance with local,
ing without cold joints in hot weather When used in combination with other state and federal regulations.
conditions. admixtures, care must be taken to dis-
pense each admixture separately into
• Plastiment increases concrete density the mix. Do not mix with dry cement.
and delivers increased early and ulti-
mate, compressive and flexural
strengths. TYPICAL DATA FOR PLASTIMENT
ASTMCERTIFICATION ASTM C-494 Types B and D
COLOR Yellow/Green
SPECIFIC GRAVITYg/ml 1.18 0.5
pH >8
CHLORIDES% <0.1