Brighton Manor-CS040624TXI Operations, LP
1341 W. Mockingbird Lane Dallas, Texas 75247-6913
i I
FAX ~.~: 24 June 2004
Number of pages including cover sheet:
To: City of Coppell
Attn: Larry Davis
Phone:
Fax phone: 972,304.3570
CC;
From: Shari
Phone: 972.647.3362
Fax phone:
972.647.3777
REMARKS: [] Urgent [] For your review [] Reply ASAP [] Please comment
GENERAL NOTES
Pumping Notes:
1. 5" minimum diameter lines with no reduction to smaller lines.
2. Keep robber hose to absolute minimum length and plan pipe with as few 90
degree angles as possible.
3. Samples for slump and strength tests should be taken at discharge end of hose
for strength guarantee to be valid.
4. To prime pump lines, a minimum of 8.0 sack grout is recommended for
lubrication. In the case of strength concrete,
equivalent strength grout should be used if the grout remains in the placement.
5. Pump mixes are based on minimum cement content pumped at
ground level. As pump line increases in length or height
andJor layout configuration changes, mix design modifications may be
required to assure strength and pumpability at additional cost to the contractor.
6. TXI cannot control, and is therefore not responsible for excessive loss of
entrained air content when loss occurs as a result of boom configuration or
free fall discharge from hose. To ensure minimum air loss when pumping,
maintain a continuous flow of concrete through the entire length of pipe and
do not subject concrete to free fall.
7. The term "pumpable concrete" refers to concrete which is capable of being
transported through an apparatus which forces concrete to the placing position
through a pipeline or hose as long as the recommendations indicated above are
followed. The term "pumpable concrete" does not relate to concrete
proportioned in a particular manner or containing a specific type of product,
Strength of lightweight mix designs valid provided strength specimens are air cured
in accordance with ASTM Test Method C 567-01, as referenced in section 8.1 of
ASTM Specification C 330.
Unless otherwise indicated, when the concrete temperature at point of placement
exceeds 90 degrees Fahrenheit, TXI will guarantee the strength performance of the
mix design(s) herein submitted up to a maximum placement temperature of 100
degrees Fahrenheit using an ASTM C 494 Type D retarding water-reducer, as long
as the concrete is placed within 75 minutes from batch time. Unless otherwise
indicated, strength of plain concrete guaranteed up to a maximum placement
temperature of 85 degrees Fahrenheit.
We are enclosing all available back up data for the referenced mix design(s). If the
strength information is not available, or is insufficient, confirmation tests may have
to be conducted by your laboratory.
TXI PROPRIETARY AND CONFIDENTIAL
Brighton Manor
City of Coppell
Mix #: 9567
Description: 658# ADMIX/AEA
Strength: 5000 psi (~ 28 Days
AS REQUIRED
Maximum Size Coarse Aggregate:
Maximum Water/Cement Ratio:
Cement/Cementitious Content:
Design Slump:
Air Entraining Agent:
Admixture:
i"CS
1" - g4 CRUSHED STONE
0.392 lbs/lb
658 lbs (per cubic yard)
4,00 inches
ASTM C-260
ASTM C-494 Type A or D
MATER/AL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
526 lbs.
132 lbs.
1840 lbs.
1172 lbs.
258 lbs.
2.0 to
ASTM C 150 TYPE I/II CEMENT
ASTM C 618 FLY ASH
1" - #4 CRUSHED STONE
CONCRETE SAND
or 31,0 Gallons of Water
4.0 oz/cwt of ASTM C-494 Type D
Specified Air Content: 3.0% - 6.0%
Placement Slump: 4.00 + or - 1.00 inches
Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXI, Any Use
or dissemination without permission is a violation of federal criminal law.
Page 3
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90 4.75 4.7% 5550 5680 5670 5670 20
67 ~.OO 4-9% 5680 5770 5725 5792 6017 90
~7 6.00 5.7% 6190 6380 6285 5854 6117 190
72 5.00 4.0% 5870 5390 5680 58~3 5928 580
79 500 5.4% 6410 6450 6430 5913 5942 40
?4 6.25 5.3% ~580 6600 6590 5964 6203 20
68 5.00 4.9% 6000 6290 6145 6055 5555 290
90 5.00 3.3% 57~0 5710 5725 5991 56?8 30
90 5.50 2,3% 5190 5200 5185 5959 5525 30
89 5.25 2.3% 5620 5560 5590 5945 5500 60
52 4.50 2.5% 5310 53~0 5335 5922 5390 50
55 71 5,73 4.9%
P8 39Vd ]OSiNOD iilq~ns IXi LLL£LPg~LB E8 :PI P80~/~/90
SPECIFICATIONS
Portland Cement
Type I/Il (Low Alkali)
A.S.T.M. C150-02a
Bin Number
Car Number
Tons
[Date of Sampling .... April.2004 Monthly Average
TEST
RESULTS
I ASTM
SPECIFICATION
CHEMICAL REQUIREMENTS
Silica Oxide, Minimum Percent 200 20 9
Alumina Oxide, Maximum Percent 6.0 4 2
iron Oxide, Maximum Percent 6 0 37
~gnesia Oxide, Maximum Percent 6.0 1.1
SO3 (C3A less than 8%), Maximum Percent 3,2
Loss on ignition, Maximum Percent 3.0 1
fnsoluble Residue, Maximum Percent 0.75 0,21
Tricaloium Aluminate, Maximum Percent 8 0 5
OPTIONAL CHEMICAL REQUIREMENTS
Total Alkalies, Max. % (Na=O equiv,) t 0.60 [ 0.45
PHYSICAL REQUIREMENTS
Specific surface, 81aine Minimum (mZ/kg)
Giltmore, Initial Set, Minimum tMinu~¢~)
Gillmore, Final Set, Maximum (Minutes1
Vfcat, Minimum (Minutesi
Initial Set Max mum Minutes)
Air Content. Volume, Maximum Percent
Autoclave Expansion, Maximum Percent
Minimum Compressive Strengths
Day
7 Day
STATE OF TEXAS
MPa
12,0
190
280
6O
357
176
600 280
45
375
12
1740
2760
92
0.80
-001
MPa psi
24.6 3563
30,7 4455
Jeff Wendel , being duly sworn deposes and says: that he ia Quality So.ices
Manager of TXI Midlothian Cement Plant, who prepared the above report of tests and that the same
~S true and correct
Subscribed arid Sworn to before me on th~s date: 05/12/04
~otary Public ' ·
· See ASTM C150 Tabie 1, Footnote D.
CH~RIE MUELLER MARLEY')
Commission Expires
§0 39~d qO~I.LNO3 AlI'l~lO IXl /../../..£/..'¢9~/_6 gO:~'[ N00~/P~/90
COMPOSITE DATE
! 1/27/03 ~ ~2/26/03
H ANAL
$ihco~ l)io,,dd~ ($iO:) 33.95
Alummstm C)xtd~ (AJ~O~) 18.66
£urn of $iO~, AI~O~, & Fe~O~ 58 45
M~esium Oxide (MgO) 6. ! 9
Sulfur Trioxide (~'O0 2.51
Moisture Contmt 0.08
Loss O~ lgni~on 0.13
Avmlable AikaJies as Na,~O 1.59
C~cium Oxide (CaO) 2767
Fineness: Amount r~in~d
on 325 sieve % 17.17 34%M~x
Wamr R~qum~rnent, % Comrol 96% 10$%Max
Spmlfic Gravrty ~'.76
Autoclave Expa~sio,a, % 4- 0.0q 0.$% Max
Applicable only whe'n r~tuir~l by purchase.
I£A
ASTM C~618~03
SPECIFICATIONS
CLA~S C CLAS~ F
TX. DOT DMS-8900
SPECIFICATIONS
TYPE C TYPE 17
50 Min. 70 Mm. 50 Min 70 Ma.
5.0 Max, 5.0 Max. 5.0 Max. 5.0 Max.
3.0 Max. 3,0 Max. 2.0 Max. 2.0 Max,
6.0 Max. 6.0 Max. 3.0 Max. 3,0 Max.
^ I 5Max. M.SMax.
97% 75% Mm
34% M~,x, 30%.,M~. 30%Max.
105 °/ddax 100%M~x 100%Max
0.8%M~ 08%M~x 0.8% Max
75% Mm. 75% Mm. 75% Min.
90 39~d qOalNOO AlI~no IX1 LLL£L~9EL6 ag:PI P00Z/PZ/90
'~ / 19/2004
Victor H. Villarreal
TXI Operations, LP
'~34~, W, Mockingbird Lane
Dallas, Texas 75247
Project Name: Ail Frojects
Product Selected: MIRA® 85
Grace Construction Products
W.R, Grace & Co, - Corm.
4323 Crites Street
Houston, TX 77003
713-223-8353
www,gracecanstruction.c(~m
This is to certify that the MIRA® 85, a(n) Mid-Range Water Reducer, as manufactured and supplied by
Grace Construction Products, W.R. Grace & Co. - Conn,, is formulated to comply with the Specifications
for Chemical Admixtures fOr Concrete, ASTM: C494. Type A, F AASHTO: M194, Type A, F.
MIRA® 85 does not contain calcium chloride ar chloride containing compounds as a functional
ingredient. Chloride ions may be present in trace amounts contributed from the process water used in
manufacturing,
The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached,
Fred E. Hightower
South Western Region Technical Services Manager
L0 39~d ~0~±N03 A±Zq~RO ZX± Z2L£L~gE&B £0:~ ~00~/~/90
1/19/2004
\/Jctor H Millarreal
TXI Operations, LP
1341 W, Mockingbird Lane
Dallas, Texas 75247
Project Name: All Prelects
Product Selected: Daravair~ 1000
Grace Construction Products
\/VR. Grace & Co. - Co¢~n.
4323 Crites Street
Houston, TX 77003
713-223-8353
'~,'ww graceconstruction,com
This is to certify that the Daravair~, 1000, a(n) Air-Entrain[n§ Agent, as manufactured and supplied by
Grace Construction Products, WR. Grace & Co. - Conn., is formulated to comp!y with Ihe Specifications
for Chemical ,Admixtures for Concrete, ASTM: C260 AASHTO: M154.
DaravairqD 1000 does not contain calcium chloride or chloride containing compounds as a functioqai
ingredient. Chloride ions may be present in trace amounts contributed from the process water used
man ufacturing.
The foregoing is ~n addition to and not ,n substitution for our standard Conditions of Sale attached.
Fred E. Hightower
South Western Region Technical Services Manager
1/19~2004
Victor H. Villarreat
TXI Operations, LP
1341 W, Mockingbird Lane
Dallas, Texas 75247
Project Name: All Projects
Product Selected: Daratard® 17
Grace Construction Products
W.R. Grace & Co - Conn.
4323 Crites Street
Houston, TX 77003
713-223-8353
www.graceconstruction,com
This is to certify that the Daratard® 17, a(n) Retarder, as manufactured and supplied by Grace
Construction Products, W.R. Grace & Co. - Conn., ia formulated to Comply with the Specifications for
Chemical Admixtures for Concrete, ASTM: C494, Type D AASHTO: M194, Type D.
Daratard® 17 does not contain calcium chloride or chloride containing compounds as a functional
ingredient. Chloride ions may be present in trace amounts contributed from the process water used in
manufacturing.
The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached.
Fred E. Hightower
South Western Region Technical Services Manager
68 MgV8 qOMINOO AlIqVnO IX1 LLLELb9gA6 £0:~I
Date: 05/11/2004
Size: 5..Z7
Project: ..... ALL TESTS .....
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Production Facility:
Grading Designation:
Sample Location:
TXI - BRIDGEPOF{T, TEXAS
ASTM C-33 I' _ #4.
SIEVE CUMULATIVE CUMULATIVE CUMULATIVE REQ01RED SPECIFICATION--
SIZE WI'. RETAINED % RETAINED % PASSING % RETAINED % PASSING
1,5," o lOO o ~oo
1.0" 2,33 97.67 0 - 5 95 - 100
~/." 24.95 75~05
W' 65.88 34,12 40 - 75 25 - 60
3/8" 75.14 24,86
~4 98.72 1,28 90- 100 0 - 10
#8 99.46 0.54 95- 100 0 - 5
#10
_ #16
#30
#,40
~50
#1 O0
~200
PAN WT.
Decant 9.0%
100% of tests: 8
Size: 57 PLANT: BRIDGEPORT Job: ....... ALL JOBS
8[ 39~8 30~1N03 ^lIq~no ix1 &A&E&PgELG SO:bi P00~/PE/90
TEXAS INDUSTRIES
QUALITY CONTROL DEPT.
AGGREGATE SIEVE ANALYSIS
Date: 05/12/2004
Designation: C 3_3
Project: ..... ALL TESTS .....
Production Facility:
Grading Designation:
Sample Location:
TXI BELL SAVOY {WADEd)
ASTM C-33 FINE_ AGG.
51EVE CUMULATIVE CUMULATIVE CUMULATIVE REQUIRED SPECIFICATION
SIZE WT. RETAINED % RETAINED % PASSING % RETAINED % PASSING
20"
1,0"
%-
3/8" 0.00 100.00 0 100
#4 2,19 97.81 0 - 5 95 - 100
#8 10.87 89.13 0 - 20 80 - 100
#10
#16 20.64 7936 15- 50 50- 85
#30 41.41 58.59 40 - 75 25 - 60
#40
#50 77.77 22,23 70 - 90 10 - 30
#100 96.23 3.77 ,90 - 98 2 - 10
#200 99.56 1.44
,.,PAN WT. Fineness Modulus: 2,5
Mo C.
Decant
S.E.
100% of
tests: 26 Size: 33 PLANT: TXI BELL SAVOY Job: ....... ALL JOBS*******
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