Freeport NIP(7.9)-CS0206279728782299
06;'27/2002 13:09 9728382299
CalHar Construction, Inc.
2138 CalHar Drive
Melissa, TX 75454
Tel: 972- 838 -2888
Fax: 972 838 -2299
CalHar
Construction, Inc.
To: Larry Davis
Company: City of Coppel/ Engineering Dept.
Phone: 972- 304 -3684
Fax: 972- 304 -3570
Ref: Uline, Inc.
Date: 6/27/02
Pages 12
Including this cover is
Comments:
CALHAR PAGE 01
Facsimile Transmittal
From:
Dee Dee Warren
Following are our concrete batch mix designs for cast-in-place concrete sanitary
sewer manholes and storm drainage inlets. Our Trench Safety Plan will be
forwarded to your office later today.
Ifyou need any additional information, please do not hesitate to call.
011/27/ 2002 13:09 9728382299 CALHAR RAGE e2
Concrete Batch Design for Cast -In -Place Storm Structures
MIX SP I CATIONS
STRENGTH:
4500 psi SACK CONTENT:
6,80
SLUMP:
5" Max.
9375
AIR CONTENT:
34%
wrc RATIO GAUSAC
4.65
IC RATIO (LB/LB)
0.41
MAX. TEMPERATURE:
95
`CONTRACTOR:
Cal Hu DATE:
Ju z7. 2002
PAtOJECT:
aline. Dr.
MIX DESIGN 0:
9375
SPECIFIC SE:
0'6/27/2001 13:0'9
ass
Hanson
r
FORMAL MIX DESIGN FOR READY WY CONCRETE
CONCRETE MUST BE SAMPLED PER ASTM C 172.
TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C 31.
MATERIAL
CEMENT
FLY ASH
COARSE AGGREGATE
COARSE AGGREGATE
FINE AO4NPQATE
FINE AGGREGATE
'LIGHTWEIGHT AGGREGATE
ADMIXTURE
ADMIXTURE
ADMIXTURE
ADMIXTURE
WATER
9728382299
UALITY CONTROL DEPARTMENT
240 SINGLETON BLVD.
°ALLAS, TEXAS 76212
TEL: (214) 6514020
FAX: (214) 851 -1810
Hanson Concrete South Central. Ina.
8505 Fr.spOrt Pkwy N. Ito 200
Irving,Taxsa 75063
U.S.A.
Tel: (972) 6214345
FAX: (972) 621 -0260
ASTM STANDARDS
ASTM C 150 TYPE I Il
ASTM C -516 TYPE
ASTM C 33
ASTM C 33
ASTMC -330
T
ASTM C 33 057 1"
ASTM C 33
ASTM C 494 TYPE AorD
ASTM C 494 TYPE
ASTM C 280
CALHAR
ites
4-e2
WEIGHTS
911 LOS. CEMENT
LBS. FLY ASH
1640 LBS. CA
LBS. C.A.
1229 LBS. SAND
LBS. SAND
LBS. LT. WT.
18,3 OZ. ADMIX.
OZ. ADMIX.
A.Q.A.
252 LBS. WATER
PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE DUALITY CONTROL DEPARTMENT,
PAGE 93
(1 47
ITT CONTROL ER
ARV C. REST
0E127/ 13: 09
Mix No.: 9375
Strength:
A size: —7--
Cement:
Fly Ash:
Coarse Aggregate:
Coarse Aggregate:
Fine Aggregate:
Fine Aggregate:
Admixture:
Admixture:
AEA:
Water:
9728382299
611 1b.
Ib.
X40 Ib.
Ib.
Ib.
Ib.
OZ_
01.
.4. oz.
Ib.
CALHAR
Pioneer Concrete of Texas. Inc.
Contractor: Various
Job: Various
Leb: Various
Standard Deviation: 493
Average Strength:
ACI 5.3.2.1 Required average strength
(1) 5158isa1
(2) 5145 psi
Ott Temo. Slump 7.211Y 7 DAy 28 Day 2 8-pil1t
7/5/00 95 3.26 5130 5070 5720 5880
7/18/00 95 4.5 3800 4060 4840 4820 4730
8/31 /00 90 1.5 5100 5030 8140 6190 6185
9/7/00 95 4 4720 4800 5900 5570 5735
9/8/00 95 4 5010 5130 6000 6100 6050
9/13100 93 3.5 4910 4820 4880 6000 5340
11/22/00 55 4 4070 4140 5730 5410 5670
12/8/00 65 4 4630 4440 5590 5420 5505
3120/01 80 8 3770 3830 4840 4630 4835
3/20/01 84 5 3750 3180 4710 4850 4880
3/20/01 85 6 4350 3510 5360 5130 5245
3/22/01 68 1 4400 4230 4770 4930 4850
3/30/01 66 5 4790 4770 5800 5110 5955
6/1/01 90 2 4780 4590 6100 5180 5140
6/6/01 78 3 5 4420 4470 5260 5330 5295
8/6/01 81 3.75 4810 4690 5130 5380 6245
6/11/01 91 4 3790 3750 5270 5210 5240
8/20/01 88 3 3440 3570 4510 4550 4530
6/20/01 88 3 3470 3620 5220 5120 5170
8/16/01 92 5.25 4640 4380 6000 5710 5855
8/18/01 95 3.5 4040 3980 5170 5270 5220
112/01 75 4.75 4560 4390 5840 5890 5865
11/7/01 77 4 4750 4730 5450 5370 5410
11/7/01 82 5 3740 4810 4660 4836
11n/01 82 5 3660 3610 4530 4590 4580
11401 70 3 4470 4370 5950 5270 5610
12/4/01 81 3.5 4220 4340 4870 4720 4795
12/5/01 3 4690 4870 6480 5750 5615
1216/01 82 2.5 4780 4630 5830 5790 5810
12/28/01 58 3.75 5020 5510 6030 5040 5965
28 Day 3 Consecutive
Avg Avema e
6790 6063
6488
5582
5543
5983
5708
5663
5472
5237
4940
4853
4925
5350
6315
5463
5227
5280
5005
4980
5185
5415
5647
5498
6303
4888
4936
4988
5340
5407
5803
PAGE 04
06/2 7i2E072 13: 29 9728382299
CALHAP
Concrete Batch Design for Cast -In -Place Sanitary Sewer Manholes
PAGE 85
05/27!2002 13:09 9728382299 CALHAR PAGE 06
LMC
Client: Griffith Construction Date: .7tne 27, 2002
Project: Wire, Trr.
comet Te xas
Materiels:
G h
Lattimore Materials Company
PO. Box 556 McKinney, Texas 75070 -0556
(072)221- 4646•(972)569 -4646
K ew lmetx corn
Cement ASTM C.1 B0, Type I
Flyash; ASTM C-816, Clan C
Coarse Agg.: ASTM 0-33. 1 #4 Crushed Stone
Fine Agg.: ASTM C -33, Concrete Sand
Admixtures: ASTM C-494, Type A or D
ASTM C-280
1 Cubit Yard By Weight SSD
Use Manton
Mix No, 42
Strength 28 Days 3600
Air
Cement, lb* 564
fly Ash, lb* 0
C. Agg., Ibs 1860
S■nd.Iba 1332
Wrier, Ws 237
W(R, oz 22.6
AfA• o
Tots! Weight 3983
Unit Wt, fl/CF 147.52
W!C Ratio, 0.42
Fly Ash, 0
Maximum Temp, deg. 96
Slump, inches 3-5
Air, entrained 3-8
Lattimore Ready Mix guarantees the above nilx design will achieve
the specified .trength when tested and evaluated In accordance with
ASTM C -172, C -31, C.39 and C -$4 and when the recommended procedures
for placement end curing outlined In ACI 3061306 are followed.
In accordance with ASTM C -84, Lattimore Materials Co, requests that copies of all
strength testa be forwarded to out Quality Control Department
8E/ 97/ 200? 13: fl9 9728382299
LMC
MIX NO.: 42
DEMON STRENGTH: 3800
CALHAR
7 -28
Date pump fir Temp 7 Oa3[ 7 Gay Avg. 28 Day 28 Day Avg. Avg/3 Range Gain
1 14 -Jun-01 4.00 3.7 85 3960 3770 3875 4080 4460 4570 220 1.18
2 18- Jun-01 4.75 2.8 69 4070 4100 4085 5410 6220 5316 190 1.30
3 20- Jun-01 4.60 4.5 59 4280 4210 4246 4930 4940 4936 4940 10 1.16
4 21-Jun -01 4.00 4.3 92 3880 3980 3930 6180 6010 6096 6116 170 130
5 25,1un -01 4.00 3.7 94 4100 3940 4020 8020 4690 4965 4995 130 1.23
6 06-Jul-01 6.00 3.7 92 3460 3510 3485 4430 4250 4340 4797 180 126
7 12-Jul-01 5.60 67 3880 3780 3830 4390 4410 4400 4555 20 1.15
8 18-Jul-01 4.00 4.0 94 3440 3530 3495 4260 4460 4360 4367 200 125
9 19,Ju1-01 6.25 4.4 96 3220 3280 3280 4540 4400 4470 4410 140 1.38
10 25.Ju1 -01 4.00 4.0 99 3500 3540 3520 4350 4580 4455 4428 210 127
11 27- Ju1-01 8.00 41 95 3350 3590 3470 4630 4540 4586 4603 90 1.32
12 3l- JuI-01 5.00 3.4 92 3370 3420 3396 4280 4090 4186 4.408 190 1.23
13 09- Aug-01 5.00 4.0 91 3750 3770 3766 4680 4600 4690 4453 20 122
14 10 -Aug-01 5.00 4.3 89 3770 3900 3836 4810 4550 4680 4482 80 1.19
15 16- Aug-01 6.00 4.1 85 3870 3780 3825 6060 4980 5015 4728 70 1.31
16 21- Aug-01 5.00 5.0 93 3140 3130 3135 4140 4380 4260 4818 240 1.36
17 23-Aug-01 41 5 4.2 92 3480 3820 3640 4820 4340 4630 4636 20 1.27
18 27 -Au9-01 8 0 4.7 63 3170 3300 3235 4470 4280 '4375 4422 190 1.35
19 10- Sep-01 525 4.3 83 3940 3880 3910 5310 5080 5185 4730 250 1.33
20 14- 8ep-01 5.25 4.2 88 2830 2960 2898 3980 4040 4010 4623 60 1.39
21 20-Sep-01 6.00 4.0 78 4170 4290 4230 5390 5150 5270 4-822 240 125
22 28- Sep-.01 5.50 4.7 81 3950 3980 3965 4790 4810 4800 4593 20 1.21
23 08-Oct-01 6.75 4.3 73 3880 3670 3666 4460 4610 4480 4850 60 1.22
24 23 -0..01 5.00 3.5 82 3510 3380 3446 4480 4490 4485 4568 10 1.30
25 31 -Oct -01 6.00 4.6 70 3470 9820 3495 4280 4180 4220 4396 80 1.21
26 05- Nov-01 4.00 4.8 74 2690 2970 2830 4680 4380 4480 4395 200 1.68
27 07 -Nov-01 6.00 3.8 75 3200 3180 3180 3890 4140 4015 4238 260 1.28
P8 12 -Nov-01 4 5 3.5 75 3620 3870 3646 4630 4520 4875 4357 110 1.25
Lattimore Materials Company
F.O. Box 5.56 McKinney, Texas 75070.0556
(972) 221 -4646 (972) 569.4646
www.lmctx -com
4.89 4.1 86 3616 4694 130 1.28
3'b_ DEV
MOO. DEV.
AC 318 5.3.1.2 REQUIREMENTS!
(5.1) fcr =fc +1.345
(5.2) fcr =fc +2.33. -500
368
360
4083
3939
PAGE 07
1E'27/2{j2 13: 09 9728382299
REPORT NO:
REPORT OF:
FORT
PROJECT.
DATE:
METHOD:
MATERIAL SOURCE:
SIEVE
1. 1/2'
1"
3/4"
1/2"
3/6"
04
/Inu
My r Ellerbee-Walczak, Inc.
CONSTRUCTION MATERIALS TESTING
L401 -5223 agg
Analysis of Coarse Aggregate 1" 04
Lattimore Materials
Various Projects
11/5/01
A$TM C33, 0117, C127 075
Bridgeport 1" IR4
SPECIFICATIONS
PERCENT PERCENT
MINIM PASSING
100 100
95.1
71.4
36.9
20.7
3.8
.6
DRY RODDED UNIT WEIGHT
SPECIFIC GRAVITY a
MINUS 200
ABSORBTION z=
CALHAR
101.6 P.C.F.
2.68
.7%
.3%
95 -100
25 -60
0 -10
0 -5
Curtis W. Hawk, C.E.T.
6900 So. Freeway, Suite A -1 Fort Worth. Texas 76134
Office (817) 293 -0111 Fax (817) 293 -5644
PAGE 08
712002 13:09 9728382299
REPORT NO:
REPORT OP:
FOR:
PROJECT:
DATE:
METHOD:
MATERIAL SOURCE:
SIEVE
S E
3/8"
*4
*8
*16
*30
#50
*100
/Imp
ZEV Ellerbee-Walczak, Inc.
CONSTRUCTION MATERIALS TESTING
PERCENT
EASIVISI
100
96.3
81.0
74.5
38.4
14.5
FINENESS MODULUS e
SPECIFIC GRAVITY
MINUS 200
NZ
DRY ROODED s
ABI ORBTION mg
CALHAR
1.1401- 5229flagg
Analysis of Pine Aggregate
Lattimore Materials
Varlous Project
11/5/01
ASTM C33, C117, C128, D75, D2419
Denton Blend Sand Stodcpile at Load Out
SPECIFICA1IONS
PERCENT
MUM
100
93 -100
80 -100
50-83
25-60
5 -30
2.3 0-10
2.93
2.62
2.9%
101.1
Curtis W. Hawk, C.E.T.
6900 So. Freeway, Suite A -1 Fort Worth, Twos 76134
Office (817) 293-0111 Fax (817) 293 -5644
PAGE 09
861 13:89 9728382299
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 01
ASTM C -260 for alr entraining admixtures
and AASHTO M -164
APPLICATIONS
Sika AEA -16 Can be used whenever sir
entrained concrete to desired. Ready
mix, precast and block producers can
all achieve optimum entrained air con
tertt9, even where harsh mixes are used
or fly -ash le added to the mix.
ADVANTAGES
Air entrainment le 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 whore tryst and freeze
thaw cyClea 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
n aturaiex pan sion. Entrained air voids in
the eencrete will also increase durablity kt
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
mlcrosoopie bubbles In the concrete.
Concrete will flow better, and bleeding
and stein knee will be reduced because
less water is needed toobtain the desired
workability.
CALHAR
Sika AEA -15
Air Entraining Admixture
HOW TO USE
DOSAGE
Addltbnrateswi}I verydependingon the air
content required tor a particular project
Typically ak contents will be specified in the
range of 4 to 8 percent by volume. Other
factors that may afteot the amount of air
entrained Into the concrete Include, but are
nut kn itedto, cementeontentandlype, send
gradation, temperature and water content
Slice recomrnende thattrial mixes to seated
whenever material or any other changes
are made that may affect the amount of
entrained air
Dosage rates for Sika AEA-15 will typi-
caltyfall between 1/4 and 1 fl. oz- /1001bs.
(le 65 m1 /100 kg) of cement to entrain
between 4 and 6 percent air. Higher air
contents may be obtained by Increasing
me dosage rate.
Combination with other admixtures, par-
ticularly water reducers and retarders, will
tend t o increase the emountof entrained Islt
In the mix. Air contents should
with a/lairmeter atterbatcii ngand dosage
adjustments nude 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
PAGE 10
1/97
admixtures, care must be taken to dis-
pense each admixture separately into the
mix,
PACKAGING
Sika AEA -15 is suppled in 55 gallon 20$
liter) drums and bulk delivery
STORAGE AND SHELF LIFE
Sika AEA -15 should be stored et above
35•F (2 °C) If frozen. thaw and agitate
thoroughly to return to its normal state
before use
Shell Ole 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 /k4SHA approved respirator.
safety goggles and rubber gloves is
ommended. Avoid breathing product Uee
with adequate ventilation. Remove con.
Laminated Clothing
FIRST AID
Wash skin with soap and water. In case
01 eye contact. flush With water for 15
minutes; oontact a physician. Wash cloth
Ing before re -use.
CLEAN UP
Contain end collect with absorbenr ma-
ferial. Dispose of in accordance with
local. state and federal regulations.
7yl-Ii AiL Lot TIt FOR so. hi ■r !t I ii
Aline CERTIFICATION
COLOR
!SPECIFIC QRAVITYW/M! 1,02 t 0.02
PH
CHLORIDES% 01
C-280 Air Entraining Admixtures
Brown
i e
TYPICAL 1;.174 FOR l't wl .16'C FETE rdr
A9rr CERTIFICATION ASTM C -494 Type A
COLOR
Brown
SPECIFIC GRAVITY rend
1.17 a 0.06
CHLORIDES
<0.1
08/27/2002 13: 09 9728382299
OPBG/efPTION
Plastocrete 161 le polymer -type water•
reducing admixture. Plastocrete 161
contains no chlorides.
PlastoCrete 161 meets the requirements
of ASTMC -494 Type A and AASI-ffOMlga
Type A
APPLICATIONS
Plastocrete 181 is recommended for use
in ail appticatlone where high quality
concrete with superior workability and
normal setting times is required
NOW It WORKS
Plastocrete 181 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 s
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;
Pla6t0Crele 16116 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
campresehr, and flexural strengths
and allows the use of more economi-
cal mixes.
Improved paste quality makes con-
crete easier to pump and Finish.
CALHAR
Plastocrete®161
Water Reducing Admfxtur a (Type A)
Conestentnerrnalsettingtlmesthrouyh-
out the recommended dosage.
Lower water cement ratios provide
decreased perrheablllty and Increased
durability.
Combination with other Miniatures:
Plastocrete 161 works effectively as a
single admixture or in combination with
Other admixtures in the SikaSystern. When
air entrained concrete is specified, Sike
recommends the use of Slka air en eablin g
agents.
HOW TO USE
DOSAGE
Addition rates of 3 -8 f1, 02.1100Ibs. (195
390 m1/100 kg) of cement are reoom-
mendedfor general oonorete applications
where normal setting charactanatics are
desired
MIXING
Piestocrete 161 ie added at the concrete
plant, Measure required quantity martially
or by automated dispenser. Add into the
sand at the weigh hopper or into thewater
lineal the batch plant.
When used in combination with ethered-
mixturea. care must betaken to dispense
each admixture separately into the mix. DO
not mix with dry cement.
PAGE 11
PACIUIGWG
Plastocrete 161 is supplied In 55 gallon
(208 liter) drums and bulk delivery.
STORAGE ANDSHELF-LIFE
Plestocrete 161 should be etored at above
35•F (2 11 frozen. thaw and agitate
thoroughly to return to normal state before
use.
Shelf lice when stored in dry warehouse
conditions between 50•F and 80°F( 10-C
27•C) Is one year minimum.
CAUTION
Skinendeyelrftant avoid contact.Theuste
of NIOSM)MSHA approved respirator,
safety goggles and rubber gloves is rec-
ommended. Avold bre athing product. Use
with adequate ventilation. Remove con
taminated clothing.
FIRST AID
Wash skin with seep and water. In case of
eye Contact, flueh with water for 16 minutes:
contact a physician. Washcloths-to before
re-use
CLEAN UP
Contain and collect with absorbent mate-
rial. Dispose of in accordance with local,
e tate and federal regulations,
1/97
05127%2882 13:89 9728382299
DESCRIPTION
Plastiment is a water reducing and re-
tarding admixture_ Piaatlment contains
no calcium chloride or any other inten-
ticnaliy added chlorides.
PI= Intent meets the requirements Of
ASTM C•494 Types B and D and AASHTO
M194 Types B and D,
APPL !CATIONS
Plastiment le recommended for use when-
ever high qualllty concrete with predict-
able and Controlled Set times is desired
Use In flatwork and horizontal or vertical
slipform placements where a superior
surtaoe finish is required,
ADVANTAGES
Plastiment Is highly ettective 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, albwing
lime for proper placement and finish-
ing without cold joints in hot west er
conditions
Pl astlmentincreasesconcretedensity
and delivers increased early and ulti-
mate. compressive and flexural
strengths,
CALHAR
Plastiment
Water Reducing and Retarding Admixture (Types 8 D)
For flalwork applications PlaBtiment
at as a finishing ate/. workability i$
Improved. bleeding is oontro lied and a
superior surface finish Is obtained,
Lower water cement retloa 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 Slka System.
HOW TO USE
DOSAGE
Addition rates of 2 4 fi_ 0Z. /100 lbs.
(130 -280 MI/100 kg) cement are reo-
Ommended for general concrete a pp l i ca
tlona. When extended retardation is
required dosage maybe increased. Please
contact your local Sikk Representative
for Information and assistance.
MD INQ
Add Plastiment at the concrete plant.
Measure required quantity manually or
by automated dlapenser. Add Into the
sand at the weigh hopper or into the
water fine at the batch plant.
When used in combination with other
admixtures, care must be taken to die
pence each admixture separately into
the mix. Do not mix with dry cement_
PAGE 12
PACKAGING
Plastiment i5 supplied In 55 gallon (208
liter) drums and bulk delivery
STORAOI AND SHELP°L
Plastiment should be stored at above
30 °F (-1°C) It frozen, thaw and agitate
thoroughly to return to normal state
before use.
Shelf life when srored in dry warehouse
conditions between 50°F ano8o °F(10 °C-
27°C) is one year minimum.
CAUTION
Skin and eye Irritant; avoid contact. The
use of NIOSHeASHA approved respira-
tor, safety peoples and rubber gloves is
recommended. Avoid breathing product.
Use with adequate ventilatlOn. Remove
contaminated clothing,
FIRST AID
Wash skin with soap end water. In case
of eye contact. flush with water for 15
minutes: contact a physician. Wash cloth-
ing before re -use.
CLEANUP
Contain and collect wi th absorbent mate-
rial. Dispose of in accordance with local,
state and federal regulations.
ASIVCIATlFRCATION ASTM C -494 Types a and D
COLOR Yellow /Green
SPECIFICORAVITYgin! 1 18 2 0 5
CHLORIDES 0.1
1/87