Asbury Estates-LR 981014 LATTIMORE MATERIALS COMPANY
P,O. BOX 556
McKINNEY, TEXAS 75070-0556
(972) 569-4646 (972) 221-4646
i Client: Edwards Construction Date: 14-Oct-98
Project; Mansions on the Lake
Coppell, Texas
Materials:
Cement: Type 1, ASTM C-150, Texas-LeHigh Cement
Flyash; ASTM C-618, Class C, Holnam
Coarse Agg.: ASTM C-33, 1"-;~4 Lattimore Crushed Stone
Fine Agg.: ASTM C-33, Lattimore Concrete Sand
Admixtures: ASTM C-494, ProMix
~ ASTM C-260, ProMix
= I Cubic Yard By Weight - SSD
[ City of Coppell
I
Jse Paving
Vllx No. 42
!Strength ~ 28 Days 4000
Air
Cement, lbs 564
=ly Ash, lbs 0
C. Agg., lbs 1850
Sand, lbs 1332
! Water, lbs 237
I WIR, oz 22.6
AFA, oz
Total Weight 3983
Jnit Wt, #/CF 147.52
WIC Ratio, # # 0.42
Fly Ash, % 0
Maximum Tamp, deg, 95
Slump, inches 3-5
Air, % entrained 3-5
' Admixture dosage subject to adjustment as needed (ASTM c-g4, Note ?)
'* Air content per recommendations of ASTM C-94.7 (Table 3)
Lattimore Ready Mix guarantees the above mix design will achieve
the specified strength when tested and evaluated In accordance with
ASTM C-t72, 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~94, Lattimore Matsrlals Co. requests that copies of all
strength tests be forwarded to our Quality Control Department.
DDW
10/14/,1998 13:56 972569464__4 LATTIHORE FRONT PAGE 83,
I
!
LA3-rlMORE MATERIALS COMPANY
i P.O. BOX 556
~ McKINNEY, TEXAS 75070-0556
i (972) 569-4646 (972) 221-4646
COI~FEA~OR: Austin Commercial
MIX ~10.: 42 LABORATORY: HBC Engineering
PR(LJECT: Presbyterian Hospital of Piano DESIGN STRENGTH: 4000
Piano, Texas
7-28
i Date SlumD Air Tem_p 7 Dm/ 7 Day Avg. 28 Day 28 Daj/ Av~ Av~J3 Ran~.~(~, Gain
16-Dec-97 6.00 70 4380 4170 4:~75 5370 5460 54~15 1.27
;;il 17-De~-97 4,75 3.7 72 4280 4170 4225 6250 5170 5210 80 1.23
~ 17-Dec-97 6.00 4.1 78 3900 3730 3815 4810 4720 4765 5130 90 t.25
4 17-Dec-97 4.25 4.4 78 3950 4180 4065 5010 5230 5120 5032 220 1.26
t 31-Dec-97 5.25 5.2 64 3740 3720 3730 5560 5290 5425 5103 270 1.45
07-Jan-98 4.50 54 5260 5130 5195 8350 6220 6285 5610 130 1.21
~ 10-Jan-98 4.75 3.9 52 4700 4660 4680 5740 5630 5685 5798 110 1.21
l! 16-Jan-98 5.25 68 4490 4120 4305 5640 5770 5705 5892 130 1.33
,( 19-Jan~8 4.75 4.2 60 3480 3540 3510 5320 5440 5380 5590 120 1.53
1( 21-Jan-98 5.00 3.6 57 5250 5360 5305 6400 6310 6355 5813 90 1.20
1' 23-Jan-98 5.25 3.5 52 41 CC:) 422O 4190 5310 5460 5385 5707 150 1.29
1; 24-Jan-98 7.00 60 3660 3720 3890 5200 5170 5185 5642 30 1.41
1,' 28-,lan-98 6.00 3.8 65 3970 4020 3995 4610 4530 4570 5047 80 1.14
t ~ 28-Jan-98 3.50 3.6 67 4550 4720 4635 5430 5270 5350 6035 150 1.15
1~, 03-Fe1~98 3,00 4.1 68 3340 3280 3310 4660 4800 4730 4883 140 1.43
1~ 03-Fe13-98 6.00 4.4 60 4460 4720 4590 5770 5890 5830 5303 120 1.27
1; 05-Feb-98 4.00 4.0 55 4630 4790 4710 5130 5220 5175 5245 90 1.10
1~ 09-Feb-98 4.50 3.7 64 4530 4670 4600 5550 5460 5505 5503 90 1.20
1! lO-Feb-98 4.50 60 4740 4360 4550 5500 5620 5560 5413 t20 1 22
2l 10-Feb-g8 8,00 4.8 60 3440 3260 3350 4890 4770 4830 5298 120 1.44
2' 12-Fe1~95 7.00 62 3630 3740 3685 4560 4720 4640 5010 150 1.26
2; 13-Feb-98 5.50 4.8 75 3770 3880 3825 4780 4670 4725 4732 110 1.24
2: 17-Feb-g8 6.00 4.8 62 3290 3140 3215 5280 5320 5300 4888 40 1.65
24 18-Feb-98 4.75 3.5 66 4560 4590 4575 5630 57t0 5670 6232 80 1.24
~I 18-Feb-98 5,00 3.8 70 4020 4110 4065 5600 5730 5665 6545 130 t.39
19-F,1~98 8.50 63 4640 4550 4595 6050 5980 6015 5783 70 1.31
-2~ 20-Feb-98 6.00 4.0 70 4700 4680 4690 5360 5220 5290 5657 140 1.13
2~ 05-Mar-g8 5.75 3.5 7O 3630 3740 3685 4470 466O 4565 5290 190 1 ~.4
2f 05-Mar-98 6.00 69 3300 3470 3385 4530 4260 4398 4750 270 1.30
3~ 10-Mar-98 6.00 3.3 54 4140 4020 4080 5310 5220 5265 4742 90 1.29
3' 24-Mar-98 6.00 2.8 75 4100 3960 4030 4790 4830 4810 4823 40 1.19
3~ 25-Mar-98 5~.5 2.3 78 3740 3490 3615 4790 4820 4805 4960 30 1.33
3, 26-Mar-98 5.25 2,8 75 3430 3670 3550 4790 4820 4805 4807 30 1.35
· 3- 30-Mar-g8 4.00 2.9 75 3960 3770 3865 4770 4680 4725 4778 90 1,22
3~ 02-Apr-98 6.50 73 3210 33~0 3280 4330 4120 4225 4585 210 1.29
3~ 03-Apr-98 5.25 3.4 76 3590 3430 3510 4640 4730 4685 4545 90 1.33
3~ 03-Apr-g8 3.00 3.2 75 4070 4020 4045 5080 5120 5100 4670 40 126
3~J 29-Apr-98 6.00 5.2 70 4600 4420 4510 5240 52~3 5220 5002 40' 1.16
~ 02-Ju~-98 5.25 4.0 86 3400 3580 3490 4760 4320 4540 4953 440 1.30
~ ) 15-Jun-98 4.25 90 3090 3190 3140 4560 4630 4595 4785 70 1.48
17-Jun-98 5.25 90 3860 3740 3800 5560 5730 5645 4927 170 1.49
~2 19-Jum98 5.75 90 3t60 3220 3185 4290 4330 4310 · 4850 40 1.35
z.8 26-Jun-98 5.00 86 4250 4300 4275 5010 5130 5070 5008 120 1.19
84 01-Jul-98 5.25 3.7 102 3000 3070 3035 3570 3790 3680 4353 220 1.21
4 i 07-Jul-98 5,50 99 3830 3660 3745 5550 5610 5580 4777 60 t .49
~-8 08-Jul-98 5.25 98 3700 3860 3780 4540 4480 4510 4590 60 1.19
L~ 24-Ju1-98 5.75 4.t 95 3210 3180 3195 4260 4090 4175 4755 170 1.31
48 28-Jul-98 600 80 4080 3990 4035 5380 5480 5430 4705 100 t .35
,~ 28-Jul-98 6.50 82 3850 3720 3785 4320 4420 4370 4658 100 1.15
04-Aug-98 5.25 4.7 94 3500 3450 3475 4370 4220 4295 4698 150 1.24
05-Aug-98 6.50 82 3990 4020 4005 5220 5120 5170 4612 100 1.29
~ 06-Aug-98 5.00 4.3 82 3880 4200 4030 4720 4840 4780 4748 120 1.19
~S3 07-Aug-98 6.25 84 3580 381D 3695 4740 4870 4805 4918 130 1.30
4 10-Aug-98 5.00 3.4 95 3370 3400 3385 3890 3950 3920 4502 60 1.!6
10'/1471998 19:5~ 9725~94~44__ LATTT~ORE FRONT PAGE 04
LATTIMORE MATERIALS COMPANY
P.O. BOX 556
McKINNEY, TEXAS 75070-0556
(972) 569-4§46 (972) 221-4646
COl, TRACTOR: Austin Commercial
MI). NO.: 42 LABORATORY: HBC Engineering
PR~ ~JECT: Presbyterian Hospital of Piano DESIGN STRENGTH: 40GO
~ Piano, Texas
~ 7-28
' Date Slump Air Tamp 7 _D~.}f_ 7 Day Avg. 28 Day 28 Dax Av.~[: Avg./3 Range Gain
~. t 1-Au§-98 6.00 80 3410 3500 ,~155 4670 48~0 47~0~ ' 4495 180 1-38
12-Aug-98 5,25 4.2 9~ 3970 4000 3905 4680 4780 4730 4470 100 1.19
14-Aug-98 5.50 92 4440 432O 4380 498O 5110 5045 4845 13O 1.15
17-Aug-98 4.50 3.7 96 3910 3930 3920 4390 43OO 4345 4707 9O 1,11
55 21-Aug-98 5.75 3.5 9O 2870 287O 2870 397O 4090 4O3O 4473 420 ! .40
24-Aug-98 5.0O 3.6 96 3430 3380 3405 423O 4340 4285 422O 1 't 0 1.26
25-Aug-98 6.50 86 347O 3430 3450 4480 4130 43O5 4207 350 1.25
6o~ 26-Aug-98 6.00 88 3470 347O 3470 4510 4400 4455 4348 110 1.28
, 27-Aug-98 6.00 4.0 91 29OO 2960 2930 3930 426O 4095 4285 330 1.4O
i 5.40 3.9 76 3887 4957 126 1.28
i
ST!. DEV. 58t
AC{ 318-5.3.1.2 REQUIREMENTS;
(5.1) fcr= fc + 1.34s 4779
($.2) f'cr = ~'c ~- 2.33s - 500 4854
~.TC Associates, Inc.
: 1356 Mathis PROJECT INSPECTION
'~allas, Texas 75229 REPORT
$'72/556-22O4
~ page I of 2
~?ROJECT: Lauimorc- Aggr¢$ate Testing lob No.: 25-02-96-00559.58I~
~2LIENT: Lattimore Materkfls Date: 7/24Y98
.~r_.M~: Sample #698 - 1" Bridgeport Aggregate
Sieve Analysis
Tes~ Meihod (ASTM C-136)
1 TM 93,2 9~-100
1/2" ~7.7 25-6O
#4 9.5 0-10
Spe~.~c C. ra~lt7 (ASTM C-127) .. _
'Sulk 2..67
kbsorptiou (%) .... 0.4~
Unit Welght - ~ Rodded (ASTM C-29)
10'/14/.1998 13:56 97256946.4_4 LATTIMORE FRONT _ P~,GE 0E.
'i
Hooper Engineering Laboratories, Inc.
Construction M~terlal$ T~ting
REPORT OF ANALYSIS OF CONCRETE AGGREGATES
CLIENT: Lattimore Materials Co. DATE: 30 September ~.998
PROJECT: General Use
SAMPLES: Submi~ed to Hooper Engineering Laboratories, Inc. on 9/23/98
by Lattimore Materials
SUPPLIER: Thackerville 61end
RETAINED ON MFG. BLEND ASTM C33
SIEVE SIZE 0 - #4 REQUIREMENTS
1-1/2'
1"
314'
112'
3/8" 0% O
No. 4 I 0-5
No. 8 9 0 - 20
No, 16 30 15 - 50
NO. 30 51 40 - 75
No. 50 82 70 - 90
No. 100 97 90 - 98
FINENESS MODULUS 2.70 2.3 - 3. I
SPECIFIC GRAVITY 2.65
FINER THAN NO. 200 SIEVE
DRY RODDED WEIGHT, PCF 111.6
SAND EQUIVALENT 69 HJnimum of 80
TECHNICIAN' RJW /~ ~- _
DISTRIBUTION: (2) Lattimore Materials Co., Curtis Lee
Walnut Hill Lane O,,llml. Tax~S 752~1 lr214~ 351-6419 Fmx (214) 3~;1-5141~
l l technologies
ProAir-VR
VINSOL RESIN AIR ENTRAINING
4DMIXTURE FOR CONCRETE
)ESCRIPTION: SPECWICATIONS:
?roAir-VR is specially formulated for use as an a~r Conforms to ASTM C260
.~n~xainiag admixture for concrete. Pr0Aiv-VR is .~SHTO M 154
aanufactured under strict quali~, consol standards to CRD C 13
'nsure uniform Ix'rformance at the job site.
TECHNICAL NOTE:
M}VANTAGES: ProAir-VR does nOt o0atain calcium chloride or any
?roAir-VR introduces millious of--iformly sized chloride based components. It w~ll not promote or
and spaced air voids throughout the concrete mixture, contribute to corrosion of reinforcing steel in
Concrete containing lhese tiny, a~r bubbles has been concrete.
~roveu t~ar more resistant to frogzing and thawing ~"~-
'~um plain concrete. ProAir-VR in USES:
~dened concrete reduces permeability ProAir-VR may be used wherever air cntrainm~t is
and enhances the resistance to surface deterioration required by concrete specifications. It is particularly
caused by de-icing chemicals. Con~etc containing useful
ProAir-VR requires 1ess water; tho~ore, bleeding * All commen:ial and residential concrete
is reduced_ ProAir-VR aids in finishing and * Mass concrete
produces a more water tight concrete with a lower * High cement, low slump pavi~ mixes
w~ter-cemem ratio. The air bubbles act as "B~II- * Mixes with high carbon content fly ash
Bearings" to greatly improve the plas~city and * Concrete using high-alkali cement
wodcability of the concrete, makings it easier to flow * All concrete to be exposed to freezing
into forms or be puml:gd into place. Concxete mixes and thawiRg ¢ondilions
designed using ProAir- VR resttit in a reduction of * Concrete to be mixed for an emended
segregation and honeycombing with smoother and period of time
more even finished surfaces.
COMPATI/iILITY:
DOSAGE: ProAir-VR is fadly effective and companbl¢ in
There is rto standard addition rate for ProAir-VR. concmte contaixdng all types of Portland cement,
The amount to be used will vary with local rame~ls class C andF fly ash, microsiliea, calcium Chloride,
and intended concrete performance requirements, fibers and approved water-reducing, accelexating and
usually in the range of 4% to 6%. Typical retarding admixtures. ProAir-¥R cart be used in all
ProAir-VR addition rates range fi'om .5 to 2 ounces white, ~olored, and architectural concrete.
per 1OO pounds (33 to 130 ad per 100k, g) of cement.
PRO M~X Technologi~ warrants its products to be ~-~ from d~fecta in mat~rhal and manufacture. There are no oth~x warranties by PRO lvllX
Tcctmologies of any nature whaLno~v~, expt~se.d or implie~ This information ia based cm data and knowledg~ believed to be wue ~axd accurate
a~.tlma of publication and is offered as a r~ourc~ foe ~h¢ uz~ of our prOdUCtS. PRO MIX T~hnologiea aaaum~ no ]Liability in fire u~ of this
informati~ and does not warranty ~he results ol~ained for any applicatioo. PRO MIX Tgntulologi~s ahall not be li~bla for damag~ or,ny sca%
from Ibc usg or r~ults ot-flqa product and shall not be rea0onaible for o~ditions otasid~ its ~onl~ol, including but not limRed to, other rnat~rial$,
deaign~ inspg~:tioa, worka~ship and field ~ondilion*, No staternaaL r~:ommendatlon, or otb.~ information is intnmd~-~ to ~f:ringe on any p~t
or copyright held by 0thurs.
P.O. Box 6 Allen, Texas 75013 (972) 7'72-6010 (972) 562-1922 Fax Cop~igh~ 1998 Pro MixTnghn0logies, L. DC.
I
1~/14/1998 13:56 9725694644 LATTIMORE FRONT ~AGE 08
Xtechnologies
PLASTIMIX 100R
,.gET RETARDING
I ;'~/'A TER-RED UCING
~DMIXTURE FOR CONCRETE
[ }F.~CRIPTION: I)OSAGE RATE:
! ?lastimix 100R is a set relardmg, water-reducilag Plastimix 100R is recommended for use at a dosage
] tdmixture for concrete. It is designed to facilitate the rat of 2 to 4 fluid ounces per 100 pounds (130 to 326
i ~lacmg and finishi~ of concrete while providing nfl per 100 kg) of cement.
i :ontrol of set time. Plas-fimlx 100R improves cemeut
~ ~erformance resulting m improved ultimate strengths SPEClIlC~TIONS:
i ~td related concrete properties. It is gsp~ially Conforms to ASTM C 494 T.vl~ B
I )eneficial during hot weather concreting operations ASTM C 494 Type D
! n-h~_n col~rOl of setfiftg time arid l~naintgt14qnc~ of aAASHTO M 194 Types B and D
! ~laceable consistency are essential. CRD C 87 Types B and D
iAI}VANTAGES: TECHNICAL NOTE:
~i gImproves concrete quality by Pla~imix 100R docs not contain any ptttpos¢ly
i decreasing wa~n--cement ratio for a given degree added calcium clOorid~ or other chloride based
! of workability components. It will not promote or contribute to
! ~ Increases both comfxcssive corrosion of reinforcing steel m concrete.
i and flexural strengths
i ~ Increases density and relative durability COM~AIIBILITY:
' ~ Reduces cracking and slmnkage
~ Pla~timix 100R is compatible with all P/pea of
i s Reduces segregation Portland cement, class C ands F fly ash. slag
!" Provides superior fmisl~ty on all flatwork,
~ microsilica, catcium chloride, fibers and approved
~ slip formed and pre-cam surfaces water reducing, and super plasticizing admixtures.
i s Improves pumpabilgy of concrete Plastim[x 100R can be used in all white, colored, and
i ~ Maintains slump life during extended architectural concrete. For best restdts, the
i mixing times entrainment should be added separately into the
i, Provides ~miform control of setting concrete mix,
time based on dosage
' ~ .Aids to reduce peak heat of hydration~ reducing Note: As the dosage rate of Plastimix 100R
~RO MCI'X Technologies wan'ams its products to be ffe~ fi'om defco.~ in material and manufacture. Th~xe are no o~h~x warrantie~ by. PRO M1-X
! Fechnologies of any nam~ whatsoever, axpressed or implied. 'f'ois information ia bar~l on da+~ ~d knowledge b~lievedto betm~ and accurate
! ~ time ofpublic~tion and is offered as a resou~.e for ~e users of ou~ productz. PRO MIX Tcdmologic* z~sumes fie liability in the use of Rtia
~nfan'nation and does not warranty the r~anits ol0tai0ned for any application. PRO MIX T~olo~,~as shall not b~ liable for damages of a~y sort,
~am abc u.s,~ oc results of~is p~oduct and shall not bz reapon~ibI¢ for conditions ont41do its ooattol, including but not limi~d to0 oth~- n:lat~L~]:=,
I ~mign, inapmXlon, workmanship and field conditions. No atatcmmt, reCOmmendation, or cth~x information is intended '.o infrioge on any patm'~
?.O. Box 6 Allen, Texas 75013 (972)772-6010 (972)562-1822 Fax Copyright 1998 Pro Mix Technologies, L.L.C
.1B/14/i998 13:56 9725694644 LATTINORE FRONT PAGE
PRO, '* --
lXtechnoiogies
!PLASTIMIX 250
gATER-REDUCING
4DMIXTURE FOR CONCRETE
)ESCRIPTION: SPECIFICATIONS:
?lastimix ZS0 is a ready to usc aqueous solution of Conforms to ASTM C 494 type A
:omplex compounds which enhanve tl~ performance AAS~O M 194 Type A
~fpla~c and harden~ con~. Ha~imix 250 ia CRD C 87 Type A '
· m~,gactured under rigid quality control measures to
~vide uniform, ~etiable r~tlt~ TECHNICAL NOTE:
Plastimix 250 docs not ~ontain a~y purposely added
~Y~ES: calcium chloride or other chloride based components.
i ~aafimiz ~ ia recemmonded for mixes where
It will not promote or contn-bute to co~osion of
~ .~rformanve, uniform, normal set times and
~ fin~nhln~ ~C.:5 ate desirable.
COMPATIB ,ILH~:
Hasfimh 2S,0 is compatibl~ w~th all types of
AIIVA~AGES: Portland cem~ class C ~ F fly ash, slag.
* ; .m~oves the quarry of concret~ by ~ mlcrosilica, calcium chloride, fib~ and appmvM a~r
watex-ccmcat ratio entrnining, accelera~g, retarding, and super
* Ina*cases carl), attd ultimate co~ve and plaStic~-~ng admixtures. Plasflmix 250 can b~ used
flaxural s~agth in all w~te, colored, and architecturM concrete. For
* Po:duces cracking and ~ best results, each a~ must be dispensed
* Imlxov~ workability and fi. is~bility on ali separately into ~e concrete mix.
~twork. shp formed and pr~:ast surfao~
* Imp.. ov~ formed surfaces while reducing
r,~n~aion STORAGE:
* Imtnov~ l~m.nability ofeoncrete Pla~imlx 250 may fxeeze at tempetattm~ below 35 F
* ;m!~'. ov~ nonnal-s~n~ ~~ies (2 C). Althou?~h freeing do~s not hana Piastimi~
* ~ relativ~ durability, and r~nanc~ to 250, precautions shouldb~ talam to protect it fi'om
damage eau.~d by freezing and thawing fr~.iag If it should .har~en to fre~z~, thaw ~d
DOSAGE RATE: Pressurized Air For Agitation-
Pla~timix 250 is recommended fOr u~e at a dosage
zate of 3 to 6 fluid ounces per 100 pounds (196 to 390
mlper 100 kg) of cement
PRO bOX Teehnologi~ wa.n-a~ its produlis ~,o b~ tee from d~t'v~tz m m~terial md msnuf~ctur~ There ~re no othe~ wa.~ies by PRO MIX
~ time ~ ~Mi~i~ and is ~=~ as a r~o~ f~ ~e ~ of ~ pr~. PRO ~ T~olo~ a~ no ~bi~y ~ ~e use of~is
mfo~ ~d ~ n~ ~y~e r~ 0~ for ~y ~pli~. PRO
~ ~e u~ ~ r~ of~is p~ and ~all n~ ~ ~Sible for ~s ~i~
d~i~ ~i~, w~ip and field ~d~ions. No ~t~ r~m~.
or ~ hdd ~
P.O. ~x 6 ~n, l~n$ 7~013 (97~) 772~010 (~) 5fi~-l~2 Fax c~ i~g Pro ~xT~olo~ L.L.C.