Town Center L1B2-SP 990604LATTIMORE MATERIALS COMPANY
PA BOX 556
WKINNEY. TEXAS 75070 -0556
(972) 569 -4646 (972) 221 -4646
Client: Hill & Wilkinson, Inc. Date: 04- Jun -99
Project: Tom Thumb
Strength @ 28 Days
Coppell, Texas
Fly Ash, %
Materials:
Cement, Ibs
Cement;
Type 1, ASTM C -150, Texas- LeHigh Cement
Flyash:
ASTM C -818, Class C, Halnam
Coarse Agg.:
ASTM C -33, 1 "- 04 Lattimore Crushed Stone
Fine Agg„
ASTM C -33, Lattimore Concrete Sand
Admixtures:
ASTM C-494, ProMix
191
ASTM C -280, ProMix
1 Cubic Yard By Weiflht - SSD
Mix No.
163
Strength @ 28 Days
3000
Fly Ash, %
Air
Cement, Ibs
376
Fly Ash, Me
118
C. A90 -, [be
1850
Sand, The
134.0
Water, Ibs
233
W /R, os
191
ABA
Total Weight
3917
Unit Wt, WC
145.07
WIC Ratio, #1 4
0.47
Fly Ash, %
23
Maximum Temp, deg.
95
Slump, inches
3 -5
Air, % entrained
3 -5
Admixture dosage subject to adjustment as needed (ASTM C -94, Note 7)
Air content per recommendations of ASTM C -94.7 (Table 3)
Lattimore Ready Mix guarantees the above mix daaipn will achiev
Me specified strength when tested and evaluated in accordance with
ASTM C -172, C -31, C-39 and C -94 and when the recommended procedures
for placement and curing outlined in ACI 3051306 are followed.
In accordance with ASTM C -04, Lattimore Materials Co. requests that copies of all
strength tests be forwarded to our Quality Control Department.
JS
( v'�
LATTIMORE MATERIALS COMPANY
P.O. BOX 556
MCKINNEY, TEXAS 75070.0556
(972) 569 -4646 (972) 221 -4646
CONTRACTOR: Tiseo Paving
MIX NO.: 163 LABORATORY: MAS -TEK Engineering
PROJECT: Independence Bike Trail DESIGN STRENGTH: 3000
Plano, Texas
7 -28
3.92 4.38 60
4240
5274 99 1.30
STD. DEV.
MOD. DEV.
ACI 319. 5.3.1.2 REQUIREMENTS:
(5.1) fcr- fc+1.348
(5.2) fcr- fc +2.33s -600
941
1092
4463
$044
ACI 318 - 5.3.2.2 REQUIREMENTS FOR LESS THAN 13 TESTS:
rc < 3000 psi Add 1000
rc - 3000 psi to 5000 psi Add 1200 (4200 psi)
re > 3000 psi Add 1400
Da
Slums
Air
Tom
7 Dam
7 Da
Av .
28 Day
28 Day
#U.
Av ./3
Rang*
Gain
2
02- Feb-98
3.25
4.5
80
3700
3640
3670
4720
4670
4695
50
1.28
3
WFeb -98
6.50
2.5
50
4170
4260
4215
5270
5320
5295
3671
50
1.26
4
06-Feb-98
3.00
4.6
55
5040
5010
5025
6010
5.960
5985
4134
50
1.19
5
06 -Feb -98
3.00
5.0
80
5180
5220
5200
6650
8530
6590
5452
120
1.27
8
12- Feb-98
5.50
80
2480
2830
2655
3980
4140
4060
5545
160
1.53
7
12- Feb-98
6.00
60
3710
3820
3765
3450
5550
5500
5383
100
1.46
8
18- Feb-98
3.50
70
3890
3890
3890
4850
4990
4920
4827
140
1.26
9
18- Feb-98
3.75
70
3310
3450
3380
3800
3710
3755
4725
90
1.11
10
02- Mar -98
3.60
58
4850
5060
4955
8050
6150
6100
4925
100
1.23
11
06- Msr -98
4.00
60
4550
4650
4600
6510
6330
8420
5426
160
1.40
12
13- Mar -98
2.00
5.2
80
5870
5630
5850
3.92 4.38 60
4240
5274 99 1.30
STD. DEV.
MOD. DEV.
ACI 319. 5.3.1.2 REQUIREMENTS:
(5.1) fcr- fc+1.348
(5.2) fcr- fc +2.33s -600
941
1092
4463
$044
ACI 318 - 5.3.2.2 REQUIREMENTS FOR LESS THAN 13 TESTS:
rc < 3000 psi Add 1000
rc - 3000 psi to 5000 psi Add 1200 (4200 psi)
re > 3000 psi Add 1400
"QTE" Quality Testing & Engineering, I=.
10330 Shady Trail
Dallas, Texas 75220
(214) 351 -2511
PROJECT- Lattimore - Aggregate Testing
CLIENT: Lattimore Materials
PROJECT INSPECTION
REPORT
Page 1 of I
Job No.: 00002.0002.0 ?g
Date: 04/17/99
REMARKS: Sample #275 ASTM C -33 Size 57 Bridgeport Stone
Skye Aaalysis
Tee M.n...d. rAcrua r* s xc.
.SRrYS. 1Z9
1 1/2"
100
100
1"
96.2
95 -140
U2"
37.1
25.60
N4
3.7
U -10
#8
1.1
0.5
% Passing #200 Skve = 0.7
Maximum ,Allowed = 1.0
Uait Weight QXO Average of 3
QTE REPRESENTATIVE- J. 'Thompson
Th" "" Mr"W" 0* On mtua" tested rid may or msr UK t
reproduced except in ib ft*mW and wild the cilpe xtieLm pcm istiop
TWs (apart shall not be
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF ANALYSIS OF CONCRETE AGGREGATES
CLIENT: Lattimore Materials Co. DATE: 15 February 1999
PROJECT: General Use
SAMPLES: Submitted to Hooper Engineering Laboratories, Inc. on 2115199
by Lattimore Materials Co.
SUPPLIER: Thackerville
RETAINED ON
NATURAL SAND
SIEVE SIZE
0 - a4
1"
3/4"
1/2
3/S"
0%
No. 4
5
No. 8
14
No. 16
25
No. 30
46
No, 50
83
FINENESS MODULUS
2.70
SPECIFIC GRAVITY
2.65
FINER THAN NO. 200 SIEVE
1.3%
DRY RODDED WEIGHT, PCF
110.4
SAND EQUIVALENT
96
TECHNICIAN: RDG
DISTRIBUTION: 121 Lattimore Materials Co., Curtis Lee
ASTM C33
REQUIREMENTS
0
0 -5
0 -20
15 -50
40-75
70 -90
2.3 to 3.1
Max. 5.0%
Min. 80
r.
2670 Walnut H111 Lane Dallas, Texas 75229 (214) 351 -6419 Fax (214) 351 -5149
P �
-= technologies
ProAir -VR
iVINSOL MSINAIR ENTRAINING
ADAIDM)tE FOR CONCRETE
DESCRIPTION:
ProAir—VR is specially formulated for use as an air
entraining admixture for concrete. P %AIr - -VR is
manufactured under strict duality control standards to
insure uniform performance at the job site.
ADVANTAGES:
ProAar --VA kitroduces millions of wx*rmly sized
and spaced air voids throngbout the contents mixture.
Concrete cominirig these tiny, air bubbles nuts been
proven tar more reastaat to hummg and thawing
than plain concrete, PromrLVR m
.hardened ooncmw n4wes permeability
and eanbalnces the resistance to surface deterioration
caused by de -icing chemicals. Concrete containing
aPmAirL -VR requires Its water, tbarefore, bleeding
is reduced ProAirz -VR ands in finishing and
pcodacea a more water tight eonca t o with a lower
water - cement ratio. The air bubbles act as "Ball -
Bearings" to greatly rmprtrve the plasticity and
workability of the concrete, maidng it easier to flow
into forms or be pumped into place. Concrete mixes
designed usft ProAir — VR result in a rahw ioa of
segregation and honcycornbing with smoother and
more am doused surfaceq.
SPEMCATIONS:
Conforms to ASTlu1 C260
AASHTO M 154
CRD C 13
TFkYMCAL NOTE:
ProAir —VR does not oontai a calcium chloride or any
cbdoride based componaoo*s. It will not ptomote or
contribute to corrosion of reinforcing steel in
concrete.
USES:
ProAilt may be used wherever air entrainment is
required by concrete specifications. It is particularly
use fan itL
* All camrnereial and residential concrete
* Mass concrete
* High cement, low slump paving mixes
+ Mixes with high catbon content fly ash
* Concrete using bi - aIIsali cement
* All concrete to be exposed to ftuzing
and thawing conditions
* Concrete to be mixed for an extended
period of time
DOSAGE:
There is no standard addition rate for Rro.Plirr-VR
The amount to be used will vary with local materials
VW Wtelnded concrete pufolm otce requirements,
usually W the ra up of 4% to 6 %. Typical
ProAir -VR addition rates range from. 5 to 2 ounces
per 100 pounds (33 to 130 ml per 1001W of cement.
COWATINU ITY:
ProAir -VR is fully cffimbve and compatible m
concrete contanmig all types of Portland cement,
clads C and F fly ash, nwltxosilica, calcium cNoride,
fibers and approved water -zing, accelerating and
retarding admixtures. ProAir -VR can be used m all
white, colored, and architectural concrete.
PRO lA Tedrtrotopee wwrurts its products to be frw !torn defeats is m daial and manufacture. Tame Oro so otitsr wamintias by PRO WX
Tedmolopa of ay ttatare whatsoever, expressed or implied. This Wormstioo is based on data sad knowledge believed to be true and accrorate
at tiros of pubiiation and is offwed as a resource for the was of our products, Pled t.OX Teoluatopea asnsnas no liability a the use of this
information and does not warranty the reauhs obtained for any applicsi ion. PRO A•QX Tudmolei m dull not be Gsb10 for dsretagm of say soA-
from the ass or results of ibis product and shalt net be resporuible for conditions outside its control, incladinx but net limited to, other materials,
design, inspection, workmanship and field conditions. No statement, reconmendatim, or other information is intended to infringe an any patent
or oopyri*t hold by others.
P.O. Box 6 Allen, Texas 75013 (972) 772 -61110 (972) 562 -1822 Fax Copyd* 1998 Pro Mix Toclmolorjea, L.L.C.
P
Xtechnologies
PLASTIMIX 250
WATER REDUCING
ADMIXTU" FOR CONCR",U
DESCRiI' ON:
Plastimix 250 is a ready to use aqueous solution of
complex compounds which enhance the perfb aance
of plastic and hardened concrete. Plastiuoous 250 is
manufactured under rigid quality control measures to
provide WUf0M reliable results.
USES:
Plastimix 2% is recommended for mixes where
reduced water content, improved cement
ptarforrrattx. uniform. normal set times and
enhanced finishing characteristics are desirable.
SPECMCA77ONS:
Conforms to ASTM C 494 type A,
AASHTO M 194 Type A
CRD C 87 Type A
TECffiOCAL NOTE:
Plastinolil: 250 does not contain any purposel)• added
calcium chloride or other chloride bmw components.
It will not promote or contribute to corrosion of
reinforcing steel in concrete.
COMPAT1BiLITY:
ADVANTAGES:
* Improves the quality of concrete by dea reesing
water- oeatent ratio
* Increases early and ultitnate comtpiwsive and
flextiural bursa
* Reduces cracking and AnakW
* Improves workability and fwishabdity on all
flatwork slip forted and pre -cast surfaces
* Improves formed surfaces while reducing
SCIPgatiolR
* Improves pL1MpMjdq of concrete
* Improves normal - seeing characteristics
* Increases relative durability and resistance to
damage caused by freezing and thawing
DOSAGE BATE:
Platrt wh 230 is rwominended for use at a dosage
rate of 3 to 6 fluid ounces per 100 pounds (196 to 390
Oil per 100 W of Cement.
Plastimix 250 is compatible with all types of
Portland cement, class C and F fly ask slag,
microsilica, calcium chloride, fibers and approved air
engraining acoderatm& reW ttg, and super
plasticizing admixtures. Plastimix 250 can be used
in all white, colored, and architechual concrete, For
best results, each admixture must be dispensed
separately into the concrete mix.
STORAGE:
Plastimix 250 may freeze at temperatiues below 351
(2 Q. Although freezing does not harm Plastimix
250, precautions should be taken to protect it from
fkeozuw If it should happen to freeze, thaw and
revoustiutto with mechanical agitations. Do Not Use
Pressurized Air For Agitation.
PRO ACX reduwloges warrants its produota to be free froth defaata m material and manufidnra There are no other warrmues by PRO WX
Technologies of my nature whatsoever, WWressed or implied. This iarormstion is based w data and lmowledge believed to be true and accurate
at ulnae or Publication and is ofted as a new stw for the users of our products, PRO NOX Tacbsiologiss aseusaes no Liability io the use of thie
information and does not warranty the results obtained for any application. PRO MX Tecirnologia shalt not be liable for deans" of any sort.,
from the use or results ofthit product and shall not be responsible for conditions outside its oorhtdot, including but not limited to, other mAcrials,
design, inspection, wod unmAip and field conditions. No arateme t, recommerhdation, or other infbrtnation is intended to n&isge on any pawt
or copyright held by others.
P.O. Box 6 Allen, Texas 15013 (972) 772 -6010 (972) 362 -1622 Was Copyright 1998 Pro Max Teehsologies, l_I...C.
L% tech nologies
PLA,STIMIX NOR
SET RETARDING
WATER - REDUCING
ADM=URE FOR CONCRETE
DE,SCREMON:
Plasdoft 1808 is a set retarditng, water4educing
admbdur a for concrete. It is designed to facilitate the
placing and futisltmg of concrete while pmvieting
control of set time. PEastio k 1808 i mptwes cement
parforma= resultitng ion improved ultimate strengths
and related concrete properties. It is especially
beneficial during hot weather concreting operations
when control of setting ti m and maintenance of a
piacesble oodsistency are esseutial,
DOSAGE RATE:
Pl:utimix NOR is zecommended for use at a dosage
W of 2 to 4 tinid ounces per 100 pounds (130 to 326
wl par 100 k j) of cemm.
SPECIFICATIONS:
Conforms to ASTM C 494 Type B
ASTM C 4% Type D
AASHTO M 194 Types B and D
CRD C 87 Types B and D
ADVANTAGES:
* Improves concrete quality by
decreasing water- cemail ratio for a given degree
of workability
* both compressive
attd ;tlext d strengths
* Increases density and relative durability
* Raduxs cracking and shtiakage
* Reduces segregation
* Provides superior finishability on all ftwork,
deli formed and pre -cast wfaces
* Improves prMVWAW of concrete
* MaiMiu slump life daring extended
mixing times
* provides uniform Control of setting
time boned on dosage raze
* Aids to reduce peak boat of hydration, reducing
thennoW crack mg
TECHNIM NOTE:
Pla d aiz NOR does not contains any purposely
added calcium chloride or other cblox dt based
oomponea M It will not promote or cootribut¢ to
corrosion of reinforcing steel in concrda.
COM>PATIHII.ITY:
Plasdwh lOOR is compatible with all types of
Portland cement, class C ands F fly ash, ft
microsilica, calcium Monde, fibers and approved
water reducing,, and super pUistimz g adimixtures.
Ph odwix 10OR can br used in all wbite, colored, and
architectural concrete. For best results, the air
entrainment should be added separately into the
concrete miX.
Note: As the dosage rate of Plastron k JOOR
increases, concrete set times are increased.
PRO WX Teebootopep warrants its products to be *" Rosa defects m material and amufnoturs. 'there are no ORter warretwes by PRO SaC
Taftologies of any nshse whatsoever. exprussd a implied. This infai n ion is bwd m dui aid knowlodpe befievedto betme and sowrate
at time of pubtiosiion and is offered ve a ramirce for the users of our products. PRO MLX Ted wolopn assumes no liability ill the use of this
information and don not warou ty the results "mad for soy application, PRO WX Tecbaolositee shell not be liable for damaaea of any sort,
b oma the us* or raults of *ie Product and d%sU net be reapensible for eonditions outside to oontrol, inchuft bot not limited to, otter metaials,
desipL inspection, workmeafRtip sod field conditions. No statement, recommendation, or other infonndtion is intendedto infringe on any patent
or copynaht held by others.
P.CL Box 6 .Alen, Texas 75013 (972) 7M.4010 (973) 562 -11132 Fax Copyright l"B Pro "x Technologies, tr.l~C