ST0501-SP111213 (3)LvIrn
1347 Want IY nnktnzibird Lane Lnlint 7E247 '57.2LB •7.S7CID -tkWW.tld.rinrn
Turns Inlets
1 Bo,. 495625 r
Ciarlancl TM. 75049
Attil: Mt,RonniB stone
REPEFOREST ROAD RECONSTRUCTION
CITY OF COPPELL
Mi- Code Numberg
•"022,74
The attached connrete = designs ufilimng fim a mp=ln A,ST 6 C -33 or kMwi- C -330 aggregate are
proposed for use on the above reEn -mmd project for ready mixed D=ate - to be T„•n,;�i,Prl By TEL
To =xs ffi2rL the cot m mir is delivered to pony praj ect, please order by tb miy design. number which
appears infne lefthand corner of the design.
TM certifies that the above == aessgms - wbm or, rdered by speci:5ed design identity, ancl delivered by T. 1, wM
meet or •ercc ei fne innimincl design. stcngfh at the dmi d age when tested in accordan ce � tine
applicable and tartest A51i Sfanriards C 31, C 3S, C 7S, C 1 T2, C 293, applicable presvisions o? C 9, and
evaluated is accordam`.e �. app3.icahle p= nv4ai nTTO of the !3.CI3�ua'l ding car"ae.
T� would like to be included on pour ma�7ing •to receive alI test reports. ASTI�i C 9� et�tle a
p• narrrvFamb= receive copies of alltestrepor-ts =0h. of concrete is used as F- basis fm acc
Contact us 9s you have any gnestibns or require a�sy addit9 ozzal snm,�n�t; �. Tease natifp'I� of approval of'tlne
Proposed mix desigi prior to its use: p nm to -no•tifyus paorto 5x7.tg+l2ze=t shall. coastiiute acc To
ensure that the prop= design is ordmed, please acna e copy of letter, after appr oval, to fhz above
^e i project to be used by tie person ordering the concrete f'or this j ob.
. 'I"hP,�nrn,a;; OIL'�1L.� i,sr � slr mi ,a r°nifta - a,i�� . � 2�'r�= j�'� = It can,°'S6�bE:• -•• .
copied, duplicated ar disclosed to third parties witioLttlne extsessed written. consent ofT�I.
Sincerely,
ri
`�`• VictorF.V -
- -
- 1992- 2010Dighl Sit. Sy=ra .1=. P2 (�naare175ervice 5h
GENERAL NOTES
Pumping Notes:
1. 5" minimum diameter lines with no reduction to smaller lines.
2. Keep rubber hose to absolute minim length and plan pipe with as few 90 degree angles as
-- - _. _. _. - - - -- passible =---------- - - - - --
S. 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 minim of 8.0 sack grout is recommended for lubrication. In the case of
strength concrete, equivalent strength grout should be used if the grout r emains in the placement.
5. Pump mixes are based on minim cement content pumped at ground level. As pump line
increases in length or height aucllor layout configuration changes, mix design modifications may be
required to assure strength and pumpability at additional cost to the contractor.
6. TM 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
minim 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 contain g a specific type of product.
Strength of lightweight n ix designs valid provided strength specimens are air cured m accordance
with ASTM Test Method C 567 -05, section 7.3 except as modified in section 8. 1, alternative method,
ASTM Specification C 330 -04.
Unless otherwise indicated, when the concrete temperature at point of placement exceeds 90 degrees
Fahrenheit, TM will guarantee the strength performance of the mix designs) 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 cf plain concrete guaranteed up to a maximum placement temperature of 85
degrees Fahrenheit.
'We are enclosing all available backup data for the referenced mix desiga(s). If the strength
information is not available, or is in&nff iicient, confirmation tests may have to be conducted by your
laboratory.
1992 - 2010 Digital site Systems, Inc. Page3 _ _ Quadrdl istrcacc
SM
TAI TRa2 T! R-I _AND CMMM Er7T T-
8274
Description
6.00SK ADIvIMAEA I "CS
Drainage Sttuctures
Admix,
SSD Weight (1b)
1 �
�
Type L(II Cement
564 64
W57 Crushed Stone
1840
C33 Sand
1273
City Water
259
MB -AE 90
0.3 to 4,0 oz/cwt C+P
Po=ohth 322N
3.0 to 7.0 oz/cwt C+P
Specified ple'.
SPDCifled Slump:
Specified Air:
Designed Air:
4,000 psi @ 28 days TOTAL
3.00 TO 5.00 in. Designed Unit Weight:
MOZo 6.00 % Designed W/C + P Ratio:
4.5% Designed Volume:
3935
14$_7 lbs./cn.ft.
0.46
27.00 cai-ft.
NOTES:
= has no Imowledge or authority regarding - where this mix- is to be placed (if other than the defined use on
page 1), therefore it is the responsibility of the project arohittotlengintex, and or contractor to insure that the
above designed mix parameters of compressive stnmgffi, water cement ratio c=ent content, and air content,
are appropriate for the anticipated environmental c onditions Cie. ACI-3 19 sections ions 4.1-4.3, and the I o c al
Building-Codes). Data enclosed represents the potential of this mix when sampled and cured per ACI 301 and
Section 1.6.3., and per ASTM C -31.
Chemical admb:tures are added in accordance with the manufacturer's recommendation&. = reserves It
right to adjust these dos to meet th changes in j ob sib,- demands.
This n3im has been designed to meet, the requirements of the documents received from the project and/or your
verbal request Aggregate weight may change depending on gradations or specific gravity of materiaL
Mix Design Proportions and specifications are confidential and proprietary trade secret of Any use or
dissemination - without pettnission is a violation of federal criminal law.
cobfl=S:
1991-2010 Digital Sim Syntmw, Inc. Page4 Qnadrel isn76cr
Date: 313112010
OLI
I - �'Wkl
Units 'no
Mx 8274 Mix Strength. 4,000 PSI at 28 Dorrn
1992 '2010 Diwtgm=npxtw� Inc. QmureziS»n«cc. *u
oTaEmarH SUMMARY,
ocmpzeoaiuo
s" z zo"
Strengths
No. Of
Avg
zvq
Avg zo
Avg Ace Accept
Std RCI318
Tests
______________________________________________________________________________
Slump
Air
Day
Age
Age
oev necf'd
30
4.08
o.os
szzo
5320
za
620 ueso
oazAcLEo ozuENoro, Compzeosion
a"
x 12°
elamt
Slump
Air
Strengths
Aco
Ace Age
ca Da
Ace A
Age
sun Avg s
---------------------------------------------------------
122
3.25
2.90
7300
7300
28
122
4.50
4.30
6490
5490
28
141
^'us
5.20
6240
6240
zn
ssuo
122
4'00
3.60
syyu
5990
zo
aezo
1e2
5.00
4.70
szzo
azao
28
6120
238
4.00
onso
soso
ca
5720
zuu
u'oo
4.60
5190
5190
28
5460
zsu
4.75
3.80
«sso
4330
ze
xoso
141
4.50
4.40
5740
5740
28
auao
140
4.25
6.60
scuo
5220
co
5090
150
4.00
2.90
5770
5770
28
5580
145
3.00
*.00
4950
uyso
uo
sozD
131
4'00
4.80
58e0
saeo
2e
5530
zao
s'no
3'70
5008
SoOD
uo
5260
z«o
3-75
4.00
5130
5130
zo
53*0
zso
4.00
4.00
5390
5390
28
51
zsa
4.00
3.60
4450
4450
co
4990
zsa
4.00
4.00
szao
scao
28
50*0
zao
5.50
«aga
usyn
co
4700
zso
`o.on
3.90
4860
uoao
28
«eun
zoo
2.75
3.60
4750
4750
28
4660
zon
2.75
3.60
4750
4750
zo
4780
131
4.00
3.�o
5220
5220
ue
4.900
zaz
5.00
3.80
ozuo
cauo
zo
soyn
131
4'00
3.I0
5290
5290
28
5270
131
«.00
a'zu
5730
5730
zo
5-440
zsi
4.25
5140
5140
28
5360
zso
z'oo
u'oD
sOso
soeo
2e
5310
150
s'oo
4.50
5040
5040
ca
suao
2.28
5.00
s'oo
5570
5570
aa
5220
1992 '2010 Diwtgm=npxtw� Inc. QmureziS»n«cc. *u
MIDLOTHIAN CEMENT
245 Ward Road - Midlothian, TX 76065 - 972,775.3449 - www.txi.com
Bin Number: Car Number: 1Tons:
Sample Date: Monthly Average
Spec, test
Chemical Requirements Limit Result
Al203,
6.0 max
4.1
F6203,
6.0 max
2.5
MgO, (%)
6..0 max
1.2
S03, ( %)
3.0 max
2.7
Loss on Ignition,
3.0 main.
2.0
Insoluble Residue, ( 0 1o)
0.75 max
.0.36
Spec.
Test
CC2,
1.0
SPECIFICATIONS
.-Porband-Gament
Type III[ (Low Alkali)
A.S.T.M C1 50-07
Time of Setting'
Vicat•Initial set, minutes 45 min. •
375 max
, Limestone,
Spec.
Test
Physical Requirements:
Limit
Result
Air Content, Volume,
12 max
a
-Averade (Blaine), (m2 /kg)
280 min
359
C3S + 4.75(C3A)
42D max
63.9
Autqclave Expansion,
0.60 max
-0.cs
Time of Setting'
Vicat•Initial set, minutes 45 min. •
375 max
, Limestone,
5:0 max
. 2.4
Compressive strengths, (Mpa)
Ca003 in limestone,
70 min
..96-
3 days
12.0 min
24.6
C3S + 4.75(C3A)
100 max
63.9
7 days
12.0 min
30.3
Spec.
Test
Compressive strengths, (psi)
Optional Chemical Requirements:
Limit
Result
3 days
1740 min
3571
Total Alkalies (Na20 equiv.),
0.60 max
0.51
7 days
2750 min
4399
Heat of Hydration 7 tYaLS, (Cm119)1(kJ1kg)
— -
92/345
"Test result represents most recent value and is provided for information only.
We certify that the above described cement, at the time of shipment, meets
the chemical and physical requirements of the ASTM C 150 specification.
311212010
Qu 7 ices Manager Date
-
TX1 corp.
Bridgeport Stone Plant Tenhnicat Services Lab
P.O. Boy 487 Phone: 972-647-7232
( 9 ) Bridgeport, Texas 76426 Far 972-847-7244
DATE
February 6, 2010
2.65
TxDot411 -A
Magnesium Soundness
7
MATERIAL
I" - #4 Class A
TxDot 403-A
Absorption
1.1
TEST RESULTS
SIEVE SIZE
WT. RETAINED
% PASSING
SPECIFICATION
U. S. METRIC
30
Dry Loose
94.3
1 RJCF.
1112" 37.5mm
0
100.0%
Dry Rodded
100
V 25.0mm
0.3
99.2%
95
100
314 IUMM
8.2
77.0%
Decantation
0.5
112" 12.5mm
18.1
49.2%
25
60
3/8" 9.5mm
28.2
20.8%
#4 4.75mm
33.6
5.6%
0
10
45 2.36mm
35
1.7%
0
5
TOTAL WEIGHT 35.6
SPECIFIC TEST RESULTS
TxDot403-A
Speoffic GraVV(SSD)
2.65
TxDot411 -A
Magnesium Soundness
7
Sodium Soundness
3
TxDot 403-A
Absorption
1.1
UnItW eight :
TxDot 410 -A
L A Abrasion
30
Dry Loose
94.3
1 RJCF.
Dry Rodded
101.5
LB.IGF.
TxDot413-A
Clay Lumps
0
TxDot 406-A
Decantation
0.5
Skeet Caruthers
T)d Representative
I KI Corp.
TECHNICAL SERVICES LAB
(9) TXI Concrete Sand PHONE: 972 -647 -7232
FAY.: 972- 647 -7244
DATE
February 6, 2010
- . _ COMPANY ! NAME
SPEC TEST RESULT
TxDot4D3 -A
SpecificGravity(SSD) 2.63
MATERIAL
6
Concrete Sand
Sodium Soundness
2
TxDot403 -A
Absorption �0.6
a
Unit Weight:
TEST RESULTS
TxDot 612-J
Acid Insoluble Residue 83
SIEVE SIZE
WT. RETAINED
°la PASSING
SPECIFICATION
U. S.
METRIC
TxDot203 -F
Sand Equivalent 91)
318"
9.5mm
0
100,0%
100
#4
4.75mm
11.9
98.5%
95
100
#8
2.36mm
87.5
89.3%
80
100
#16
1.16mm
213.9
73.8%
50
85
#30
.600mm
341.3
58.2%
25
60
#50
.300mm
609.5
25.4%
10
35
#100
.150mm
769.7
5.7%
0
10
#200
.075mm
810.7
0.7%
0
3
TOTAL WEIGHT 816.5
SPEC TEST RESULT
TxDot4D3 -A
SpecificGravity(SSD) 2.63
TxDot411 -A Magnesium Soundness
6
Sodium Soundness
2
TxDot403 -A
Absorption �0.6
Unit Weight:
TxDot 612-J
Acid Insoluble Residue 83
Dry-Loose 104.2
LB. /CF.
Dry Rodded 110.5
LBJCF.
TxDot203 -F
Sand Equivalent 91)
Skeet Caruthers
TXI REPRESENTA71VE
CZ >" BASF
The 'Chemical Company
January 11, 2010
TXI Operations, L.P.
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Villarreal
Project: All Projects
Project location: Various
Certificate of Conformance
MB -AETm 90
BASF Construction Chemicals, LLC* Air - Entraining Admixture for Concrete
( *Previously doing business as BASF Admixtures, Inc. and prior to that as Degusse Admixtures, Inc. and Master
Builders, Inc.)
i, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Construction Chemicals, LLC , Cleveland,
Ohio,certify:
That MB -AE 90 is a BASF Construction Chemicals, LLC Air - Entraining Admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of MB -AE 90; and
That MB -AE 9D, based on the chlorides originating from all the ingredients used in its manufacture, contributes less
than 0.000068 percent (0.68 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 10D kg
(1 fluid ounce per 100 pounds) of cement; and
That MB -AE 90 meets the requirements of ASTM C 260, Corps of Engineers` CRD -C 13 and AASHTO U1154, the
Standard Specifications for Air- Entraining Admixtures for Concrete.
F
Richard Hubbard
Sr. Technical Marketing Specialist BASF Construction Chemicals, LLC
BASF Construction Chemicals, LLC
2370D•Chagrin- Bouivard Magter
Cleveland, OH 44122
216 639 -7500 ph BLulders
www.masterbuiiders,com Admixture Soln -Hans
a.
A i
T Z
The Chemical Company
January 11, 2010
TXI Operations, L.P.
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Villarreal
Project. All Projects
Project location: Various
Certificate of Conformance
Pozzolith® 322 N
BASF Construction Chemicals, LLC'* Admixture for Concrete
(Previously doing business as BASF Admixtures, Inc. and prior to that as Degussa Admixtures, Inc. and Master
Builders, Inc.)
1, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Construction Chemicals, LLC , Cleveland,
Ohic,certify:
That Pozzolith 322 N is a BASF Construction Chemicals, LLC Water - Reducing Admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 322 N; and
That Pozzolith 322 N, based on the chlorides originating from all the ingredients used in its manufacture, contributes
less than 0.00024 percent (2.4 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100
kg (1 fluid ounce per 100 pounds) of cement; and
That Pozzolith 322 N meets the requirements for a Type A, Water - Reducing Admixture specified in ASTM C 494,
Corps of Engineers' CRD -C 87 and AASHTO M194, the Standard Specifications for Chemical Admixtures for
Concrete.
Richard Hubbard
Sr. Technical Marketing Specialist BASF Construction Chemicals, LLC
BASF Construction Chemicals, LLC
237DO Chagrin Bouivard �:•
Cleveland, OH 44122
216 839 -7300 ph
WVM'.Masterbuilders.com Admixture Solutions