Amberpoint BP-CS0202200~/~0/2002 ~42
CalHar Construction, Inc.
2138. CaiHar Drive
Mehssa, TX 75454
Tel: 972-838-2888
Fax: 972-838-2299
Company:
Phone:
Fax:
Ref:
Date.-
Pages
Comments:
Larry Davis
City of Coppe//- Eng/m
972-304-3684
972-304-3570
A tuber Point Bus/ness
2/20/02
12
Following are our concrete batch mix desigm
sewer manholes and storm drainage inlets.
forwarded to your office later today~
If you need any additional information, pleas
C~LHAR CONSTrUCTiON P~GE 01/~2
eer/n9 Dept.
Oark Lot 1, l~lock I
for cast-in-place concrete sanitary
ur Trench Safety Plan will be
,~ do not hesitate to call.
Facsimile Transmittal
From:
Claire K, Ca/laham
02/20/2002 12:42 9728382299
02/20/2002 0~:4~ 214-~5~-1@10
'"Hanson
CALHAR CONSTRUCTION
PI0~ER
Henson Cofloreta South Centrll, Inc.
8SQ5 Freeport PI(wy N. Ste 200
Iwlng, TeXBS 75063
U.S.A.
Tel: (972) 82t 4)348
Fax:(9?2) S2t-0280
Concrete Batch Design for Cast-in-Place Storm Structures
PAGE 03/12
PAGE 02
SACK
5" MIX. ,mmm~
.3.,6%
4.65
0~41
IPERATURE:
CONCRETE MUST BE SAMPLED PER ASTM C ' 172,
TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 31.
' ' - I~i~TBR!Ar~ RI~GUiREMENTS '
CEMENT
fLY ASH
ASTM C - 150 TYPE I · II
~STM C - 61~ TYPE
.'OARSE AGGREGATE
:OARSE A~IGREGATE
A~TM C · 33 ~t57 1"
A~ITM C - 33
tINE AQ, GI~GGATE
FINE AGGREGATE
ASTM C - 33
ASTM C - 33
LIGHTWEIGHT AGGREGATE ASTM C - 330
611 LBS. CEMENT
LBS, FLY ASH
1840 LBS. C.A.
LBS, C.A.
t220 LBS, SAND
LBS. SAND
LB~I, LT. WT.
ADMIXTURE ASTM C - 494 TYPE A or O 18.3 OZ. ADMIX.
ADMIXTURE ,N3TM C o 494 TYPE OZ. ADMIX.
4 '" OZ. A.E.A.
ADMIXTURE ASTM C - 260 _.____._
ADMIXTURE
WATER 252 LBS. WATER
PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALITY CONTROL DEPARTMENT.
IQUALITY CONTROL DEPARTMENT
240 SINGLETON BLVD.
DAI. LAS, TEXAS 75212
TEL:. (2t 4) 85t .-8020
FAX (Zl4) 851-1810 ...........
I , '
IQI~MLIYY 'C:ONT'I~OL M~E'I~' '
C./DEPRIEST
02/207200~ 1~42 97~838229~ C~LH~R CONSTRUCTION P~G~ 0~/12
02/20/2~02 0~:42 214-651-~8~0 PIONEER P4GE 03
Mix NO.: 9378
Strength: 4,$00
Agg, Size: 1"
Pioneer Concrete of Taxe~. thc.
Contractor; Various
Job: ~Brious
Lab: Various
Cement: 6tl lb.
Fly Ash; tb. ~
Coarse Aggregate: lib.
Coarse Aggregate: lb.
I=tna Aggregam: 122~_ lb.
Fine Aggregate: lb.
Admixture:
Admixture: oz.
AEA: 4 oz.
Water: 252 lb,
Date TareD, Slum= 7' DaY 7 DSy
7/5/00 95 3.25 5130 5070
7118100 95 4~5 3800 4050
8/31100 90 1.5 5100 5030
9/7/00 95 4 4720 4800
91~00 95 4 5010 5130
9/13/00 93 3,5 4910 4820
11/22/00 55 4 4070 4140
12/8t00 65 4 4530 4440
3/20/01 80 6 3770 3830
3/20/01 84 5 3750 3180
3/20/01 85 6 4350 3510
3/22/01 66 1 4400 4230
3/30101 66 5 47~0 4770
611101 90 2 4780 4590
6/8/01 78 3.5 4420 4470
8t6101 81 3,75 4610 4690
6111/01 91 4 3790 3750
8/20/01 88 3 3440 3570
6120101 88 3 3470 3620
8/16/01 92 &.25 4640 43~0
8116101 95 3,5 4040 3980
1 II2/01 75 4.75 4560 4390
11/7t01 77 4 4750 4730
1117/01 82 5 3740
tl/7/01 82 5 3660 3810
11/8/01 70 3 4470 4370
12/4/01 81 3,5 4220 4340
12/6t0t 3 46~0 4870
1216101 6Z 2.5 4760 4030
12128/01 55 3,75 5020 5510
Standard Deviation: 4~3
Average Strength: ~
ACI 5.3.2.1 Required average strength
¢) s' es
(2) 5149 psi
28 Day 3 ConsecutNe
[~.Day 28 Day ~ Ave_~
5720 5860 5790 6063
4840 4620 4730 5488
8140 6190 6165 5562
5900 5570 5735 5543
6000 6100 6050 5983
4680 6000 5340 5708
5730 5410 5570 5653
5590 5420 5505 5472
4640 4630 4635 5237
4710 4650 4680 4940
5360 5130 5245 4853
4770 4930 4850 4026
5800 6110 5955 5350
5100 5160 5140 5315
5260 5330 5295 5453
5130 5360 5245 5227
5270 5210 5240 5260
45t0 4550 4530 5005
6220 5120 5170 4980
6000 6710 5855 5185
5170 5270 5220 5415
5840 5890 5865 5647
5450 5370 5410 5498
4610 4660 4635 5303
4530 4590 4560 4868
5950 5270 5610 4935
4870 4720 4795 4988
5480 8760 5616 5340
5830 5790 5810 5407
6030 5940 5985 5803
LMC
Concrete Batch Design for Cast-in-Place Sanitary Sawer Manholes
Client: Oriffith Construction
Project: Amber Point
Coppell, Texas
Cement:
Flyash:
Coarse Agg.
Fin~ Agg:
Admixtures',
Uee
Mix No.
Strength ~ 28 Days
Cement. Ibc
Fly Ash, lbs
C. Agg., lbs
Send, lbs
watmr, lbs
W/R, cz
A~I CZ
Tutal Weight
Date: 1 g-Fab-02
ASTM C. 150, Type I
ASTM C-6t8, Class C
ASTM C-33, 1% #4 Crushed Stone
ASTM C-33, Concrete Sand
ASTM C-49~, Type A ur D
ASTM C-260
t Cubic yawl li~ Weight -
36OO
Air
564
16§0
1332
237
22.6
3983
Unit Wa, ~/CF 147.52
Wit Ratio, # 0,42
Fly A~h, % 0
Maximum Tamp, deg, 95
8lump, Inchee 3-5
Air, % enfl'ained
Laffimo~e Reedy Mix guarantees the above m{x design will achieve
the specified strength when tested and evaluated }fl &oeerdanoe with
A$TM C-t72, C-31~ C.;]9 en~l C-$4 end when the recommended procedures
for placement and curing outlined in ACI 3061306 are followed.
In accordance with ASTM C-94, Lattlmora Materials Co. requests that copies of all
strength testa be forwarded to our Quality Control Department.
GN
Lattimot,e Materials Company
PO Box 556.McKinney, Texas 75070-0556
(972) 221.4646- (972) 569-,1646
www.lmctx,com
02/20/2002 12:42 9728382299 CALHAR CONSTRUCTION PAGE 07/12
LMC
MIX NO,; 42
DEStGN STREI'~GTH: 361)0
Date Stump Air T~mp 7 Day 7 Day Ave.
I 14-Jun-01 4.00 3,7 85 3980 3?70 3675
2 18,Jun-01 4.75 2.6 89 4070 4100 4085
3 20-Jun-01 4,50 4.6 59 4280 4210 4245
4 2t-Jun,-01 4.00 4.3 92 ;3680 3980 3930
5 25-Jun-01 4.00 3.7 94 4100 3940 4020
5 06-Jul-01 5.00 3.7 92 3460 3510 3485
7 12-Juk01 5.50 87 3880 3780 3830
8 16-jul-01 4,00 4.0 94 3440 3550 3495
9 19,Jul-Q1 5.25 4.4 95 3220 3280
10 25~Jul-01 4.00 4 0 99 3500 3540 3520
11 27-Jul-01 6.00 4.1 9; $360 3590 3470
12 31-Jul-01 6.00 3.4 92 3370 3420 3305
13 09-Aug-01 5.00 4.0 9t 3760 3770 3765
14 10-Aug-01 8.00 4,3 89 3770 3900 3835
15 16-Aug-01 5.00 4,1 85 3870 3780 3825
16 21-Aug-01 5.00 5.0 93 3140 3130 3135
17 23-Aug-01 4.76 4.2 92 3480 3820 3840
18 27-~ug-01 5.00 4.7 83 3170 3300 3238
19 10-Sep-01 5,28 4,3 83 3~40 3880 3910
20 14,.Sep-01 5.25 4.2 88 2830 2960 2895
21 20-Sep-01 5.00 4.0 76 4170 4290 4230
22 28-Sep-01 5.50 4.7 51 3950 3980 3~8
23 08-Oc~.01 5.75 4.3 73 3660 3670 3665
24 23-O¢t-01 5.00 3.5 82. 3610 3380 3445
25 31-Oct-01 5.00 4.5 70 3470 3,520 3405
26 O5-Nov-01 4.00 4.8 74 2690 2970 2830
27 07-Nov-01 6.00 3.8 75 3200 31~8 3180
~'8 12-Nov-01 4.50 3.5 75 3620 3670 3645
460 4.1 8~ 3818
STO. DE'V.
MOD. DEV,
ACI 318-5.3,1.2 REQUIREMENTS:
(5.1) ~'cr= f'c+ 1.346
(5.2) ~'cr = lc+ 2.335 - 500
4660 4460
5410 5220
4930 4940
5180 5010
8020 4890
4430 4250
4300 4410
4260 4460
4~46 4400
4350 4560
4630 4540
4280 4090
4580 4600
4610 4550
5050 4980
4140 4380
4620 4640
44?0 4280
5310 5060
3980 4040
8390 5150
479O 4810
4450 4510
448O 4490
4260 4~80
4580 4380
3800 414,0
4630 4520
7-28
Avl]. AvgJ3 Range Gain
4570 220 1.18
5315 190 1,30
4935 4940 10 1,16
5095 5115 170 1.30
4955 4995 130 1.23
4340 4797 150 1.25
4400 4565 20 1,16
4360 4367 200 1.25
4470 4410 140 1.38
4455 4428 210 1.27
4585 4503 80 1.32
4185 4408 190 1.23
4590 4453 20 1.22
4580 4452 60 t.19
5015 4728 70 1,31
4260 4618 240 1,38
4630 4635 20 1.27
'4375 4422 190 1,35
5185 4730 250 1.33
4010 4523 60 1.39
5270 4822 240 1.26
4800 4693 20 1.21
4480 4850 60 1.22
4485 4588 t 0 1,30
4220 4395 80 1.21
4480 4395 200 1,58
4015 4238 260 1 26
4575 4357 110 1.26
4594 130 I 28
366
360
4083
3939
Lattimore Materials Company
EO. Bo~ 556-McKinney, Iexas 75070-0556
(972) 22l -4646' (972) 569-4646
www. lmctx corn
02/20/2002 12:42 9Y28382299 CALHAR CONSTRUCTION PAGE 08/12
,~~Ellerbee-walczak, Inc.
CONSTRUCTION MATERIALS TESTING
REPORT NO:
REPORT OFt
FOR:
PRO3ECT:
DATE:
METHOD:
MATERZAL sOURCE:
SPECTFTCATZONS
STEVE PERCENT PERCENT
~T~ pA~SZNG pAS.~ZNG
I 1/2" 100 100
z" gs.t gs-~.oo
3/4' 7'1,4 .....
XI2" 36.g 2S-60
3/8~ 2fl~7
#4 ~.9 0-~0
#8 ,G 0-5
DRY RODDED UNTr WEZGHT = 101.8 P,¢,F.
SPECIFJ[C GRAVTrY ~ 2.68
°/o MINUS 200 : .7°/~
ABSORBTZOfl : .3o/u
/Imj
Cur~l~ W. H&WI~ C,E.T,
6900 So. Froewoy, Suite A-I - Fort Woffh, Texag 76134
Office (817) 2~3-0111 · Fax (817) 293-5644
~/20/~002 ~2~42 97~8382299 C~LHAR CONSTRUC¥~ON P~G£
aPrEIlerbee-Walcza k, Inc,
CONSTRUCTION MATERIALS TF~TING,
REPORT NO;
REPORT OF:
FOR:
PRO3ECT'.
DATE:
METHOD:
MATER/AL SOURCE:
LM01-5229flagg
Analysis of Fine Aggregate
Lattlmore Materials
Various Projects
tt/s/0z
ASl14 C33, C117; C128, 07S, D2419
Dentxm BJend Sand - Stockpile at Load Out
SZEVE
#4
#8
#16
#3O
#SO
#100
SPECXF~CA'ITON$
PERCENT PERCENT
PASSZ~ PASSING
100 100
96.3 95-100
81.0 80-100
74,5 50-85
38.4 2SoGO
14.5 5-30
2.S 0-10
FINENESS MODULUS =
SPEC~PXC GRAVFIY = 2.62
oA~ MINUS 200 = 2.9%
DRY I~ODDED = 101,1
AB ~r4)RBTiON = .8%
/Imj
Cut'Us W. Hawk, C.E.T.
6900 So. Freeway, 8uIt~ A-1 · Forf Worth, T.exo~ 76134
Office (817) 2~3-0111 - F~X (817)
A Sikal AEA.15
~ ® Air Entramin9 Admixture
~0/~2
Sika AEA-15 meets toe reqd,rement$ of
ASTM C-260 for air entraining adml:4tures
and AASHTO M-184.
APPLICATIONS
Sika AEA-lt~ c~l~ be used whenever air
entrained concrete is de,ired
mix. precept sod bloel~ producers can
ADVANTAGES
Air entrainment is recognized .~ tb~
most effective prevention against con*
crete scalln§ in exposed environme~ts~
Air entraibed concrete delivers barticu.
lar benefits in the form of
concrete durability This is impertar~t in
colder eli!"~Ies where fro~t and freeze.
It, aw cycles can cause scaltng end
age to the concrete ~urfece
Ail e~fraimng agents help to prevent
~oallng by creating millions of micro-
scop,c air voids, allowing water trapped in
toe concrete to exp~nd when tT~e co~rete
freezes. ~ue preventing cracks caused by
natur81expan~lon
· e concrete will also increase dur~bili~ in
harsh environ~e~t~ where conore{e i8
exposed to deicing saks, marine salts and
sulfates,
Workabili~/and placee, billty are al~o
proved by the ubricating action of the
mloro$oopie bubbiee in the concrete.
Concrete will flow batter, and i~eedlng
~nd shrinkage will be reduced because
less water is needed to obtain the desired
workability,
Addition rateswi]l vary dependin~ ~n tneelr
content required for s particular project
Tyi2~celly a~r contents will be specifledln the
range of 4 to 8 perce~t by v01u~e, Other
whenever mateti~l o( a~y other ohanqes
entrained air
Dosage rates tot $ika AEA*15 will typi-
caw fall betwee~ 1/4 and 1 fl oz/100 lbs
(18 - 65 lTd/t00 kg) of cement to
bet:rosen 4 ~nd 6 percent air Higher air
contents may be o~teined by increatin9
the dosage rate
Combination with other admixtures, par-
ticu~2rly w~ter ¢eduoer~ and retarders.will
tend to increase the amount of entrained ~ir
in the mlx Air content6 should be checked
with an air-meter a~er baffling ~d
PACKAGING
35"F (2°C) If frozen, the. w .~nd
before use
Shelf life when stored in dry war @h0~$e
condlti~n~ between 50"F and 80"F (t0°C ~
27°C) i~ 1 year minimum,
Skin and eye Irritant; avoid contact, Th e o~e
of NIOSH/MSHA e, pcroved respirator,
safety goggles and rubber gloves is rec-
ommended, Avoid breathing product L~se
with adequete vat, distich Remove cun.
tamineted clothing
FIRST AID
CLEAN UP
local state end federal regulations,
ASTM CEt~I~IFICA 't'~ON
C~260 Air Er!reining Admixtures
COLOR 8town
pH > 8
CHLORIDES % < ¢J 1
02/2~/2002 12:42 9728382299 CALHAR CONSTRUCTION PAGE 11/12
Plastocrete 161
Water Reducing Admixture (Type A)
1/97
DESCRIPTIHN
Plaatocrete 161 is ~ polymer-type water-
reducing admixtdre, Piestocrete 161
Plastocrete 161 meets the requireme~'ts
of AS. TM C- 494 Type A a nd ,&AS HTO M 19~
fyce A
APPLIOA TION$
HOW Fi- WORK~
TnrDug~ this dispersing action more of
the surface area of the cement particle~-
ii; available for early hydration. The more
cement particles hydra,ed by cont~at
w~th the mixing w~ter, tee greater t~e
Compressive atrenGth of the concrete
ADVANTACE9
Plastocrete 181 is formulated ~; ~ Type
increased hydration in both the har~
BENEFIT6
~ Reduced water content required to
· Improved r~as[e queliW makes con-
crete easier to pump and finish.
durability.
Combinatio~l Wltl~ other Admixtures;
;[gents.
PACKAGING
Plastocrete 161 i9 SdpplteCl in 55 gallon
(208 liter) drums and bulk delivery
STORAGEANDSHELF.LIFE
35°F (2°C). (f frozen thaw and aerate
Shelf life when stored in dry ware~ou~;e
conditions between 50°F and §0°F(10'C-
27°C) Is one year minimum.
DOSAGE
AdditiOn re. tee o¢ 3 - 8 fl, oz,/lO0 lbs, (195
.390 mi/lO0 kg) of cement are recom-
mended for ~aner~100n0rete applications
where normal seeing characteristics are
desire~
MIXING
Plaetocrete 161 is added at the concrete
p~mt, Ivteasure required cl~antity manually
or by aulomaled dispenser. Addinlo tr~e
sand at the wai0h noope r or into the water
lille e,t the batch plant,
When used in combination with other
mixtures, care must be taken to dispense
each admixture separately into the mix, QO
not mix with dry cement,
Skin and eye Irritant; avoid contact. Tee use
of NIOSH/MSHA a¢proved respirator,
s afeb/goggles and rubber gloves is rec-
ommended. Avoid breathing product Uae
w~th adequate ventilation. Remove con-
taminated clothing
F/ReT AID
Wash skin with soap and water In case of
eye contact, flush w~lh w~ter for 15 minutes;
contact aphys~oi~n, Wash Cloth~n9 before
re-use
CLEAN UP
Contain and collect with abeorbent ma. to-
rial. Dispose of in accordance with local,
state and federal regulations.
AEITM ~ERTIFICATION A,S'TM 0-494 Type A
COLOR Brown
~PECIFIC GRAVITY ~/ml 1,17
pH
CHLORIDE~ % <0.1
82/20/2882
12:42 9728382299 CALHAR CONSTRUCTION PAGE 12/12
Plastiment .
Water Reducing and Retarding Admixture (Types B & D)
DESCRIPTION
Plastiment i~ e water-reducing and re,
Isrding admixture. Plas[iment conteir'18
no calcium chto¢ide 0~ any other
ttonally added chlorides,
ASTM C-494 Types B and [3 and
M194 Types B and D
API~LICA TIONS
ever high queillty concrete with predict-
able and controlled set times Is desired
sliPform placements where a superior
~urteoe finish is required.
ADVANTAGES
P~estiment is highly effective in hot
weather concretinD to OffSet the
sratlA0 effects of high ambient tempera-
BENEFITS
· Initial set timed are delayed, allowing
· Plastimeot increases concrete der~$11y
and delivers increased early and ulti-
· For tlatwofk a0C, itcatlons Plasliment
acts as a finishing aid. workablll~ ,S
~mproved. bleeOin g ts controlled and a
· Lower water cement ratios provide
Combination with mhJ? Admixtures:
Piastiment works effectively as a mn§lo
admixture or In combination With other
admixtures in the Sika System,
PACKAGING
Plastir~anl ~S Supplied in 55 gallon (208
titerl drums and bPk delivery
~TORAGEAND SHELF-LIFE
Plastlment should be stored 8,t above
30°F (-1~C) If frozen, thaw and agitate
thoroughly to return te normal ~t;tte
before use
Shale life when stored in dry warehouse
condihgns between 8b°F and eo°F ( 1 doc-
27°C) ~s one year minimum
DOSAGE
Addition rates of 2 ~ 4 fl oz./100 lbs.
(130~260 mi/100 kg) cement are rec-
ommended for general concrete ebpllea-
tion~,. Where extended retardation is
required dosage may be increased Please
contact your local $ika Representative
for ir~fermetton and assistance.
MIXING
Add Plastimant at the 00~grele ~lant,
Measure requirecl quantib/ manually or
by automated dispenser. Add Into the
aa~d a~ the weigh hopper or into the
water line at the batch plant,
When used in combinat~o~ ~th other
~he mix, ~ ~t mix ~th ~ cem~t,
Skin end eye Irritant; Avoid contact. 9he
use of NIOSH/MSHA approved resoira-
t0r, 8afSty gOoglas ~nci rubber ~ltoves ,s
recommended Avoiclbreathing product
Use with adequate venliletion, Remove
FIRSTAID
CL EA N UP
~1~M CERTIFICA T~ON
COL OR
ASTM C-494 Types B And D
Yellow/Green
SFECIFICGRAVITYc/ml 1,1~ .~ 0.5
pH >8
CHLORIDE~ % < O, 1