ST0501-SP111222 f
TI e e c -- L PAVING COMPANY
P.O. Box 270040 Dallas, Texas 75227 -0040 Telephone (972) 289 -0723 Fax (972) 216 -5637
December 21, 2011
City of Coppell
255 Parkway Blvd.
Coppell, TX 75019
Attention: George Marshall, P.E.
Submittals: Deforest Road Reconstruction
Mr. Marshall,
Please review the attached submittals for this project and return 2 copies stamped
approved, or with corrections noted.
Mix #5273SF -3600 PSI - MACHINE PAVING
Mix #8274 -3600 PSI -HAND PLACED PAVING
If you need any additional information, please feel free to call me at (972) 289 -0723.
Sincerely,
Craig Ja cka
Tiseo Paving Co. ,'�
2 yt. 1 (
/ .
Eata&lcaked 1974
•
I 1341 Mockingbird Lane, Dallas, Texas 75247
(972) 647 -6700, www.bri.com
Letter Of Transmittal
12/19/2011
10:04:19AM
Report: 124393 Contains the Following Reports:
Report Description
• Submittal #9133 for Project: Deforest Road - Coppell
• Detailed Data for Submittal #9133
• Backup Data for Mix:8273SF of Submittal #9133 for Project: Deforest Road - Coppell
• Backup Data for Mix:8274 of Submittal #9133 for Project: Deforest Road - Coppell
• Cement Mill Certificate (August 2011).pdf attachment for Submittal #9133 for Project:Deforest Road - Coppell
• Bridgeport Stone (December 2011).pdf attachment for Submittal #9133 for Project:Deforest Road - Coppell
• TXI Concrete Sand (December 2011).pdf attachment for Submittal #9133 for Project:Deforest Road - Coppell
• MB -AE 90 (January 2011).pdf attachment for Submittal #9133 for Project:Deforest Road - Coppell
• Pozzolith 100XR (January 2011).pdf attachment for Submittal #9133 for Project:Deforest Road - Coppell
• Pozzolith 200N (January 2011).pdf attachment for Submittal #9133 for Project:Deforest Road - Coppell
1992 - 2011 Digital Site Systems, Inc. P Quadrel'Service
SM
mainamome
1341 West Mockingbird Lane • Dallas, Texas 75247 972.647.6700 . www.txi.com
December 19, 2011
Tiseo Paving
P.O. Box 270040
Dallas, TX. 75227
Attn: Mr. Shane Pate
RE: Deforest Road - Coppell
Mix Code Numbers
8273SF, 8274
The attached concrete mix designs utilizing the appropriate ASTM C -33 or ASTM C -330 aggregate are
proposed for use on the above referenced project for ready -mixed concrete to be furnished by TXI.
To ensure that the correct mix is delivered to your project, please order by the mix design number which
appears in the left hand corner of the mix design.
TXI certifies that the above mix designs, when ordered by specified design identity, and delivered by TXI, will
meet or exceed the indicated design strength at the designated age when tested in accordance with the
applicable and current ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable provisions of C 94, and
evaluated in accordance with applicable provisions of the ACI building code.
TXI would like to be included on your mailing list to receive all test reports. ASTM C 94 entitles a
manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance.
Contact us if you have any questions or require any additional information. Please notify TXI of approval of the
proposed mix design prior to its use. Failure to notify us prior to first placement shall constitute acceptance. To
ensure that the proper mix design is ordered, please send a copy of this letter, after approval, to the above
referenced project to be used by the person ordering the concrete for this job.
The information contained in this submittal is confidential and the exclusive property of TXI. It cannot be
copied, duplicated or disclosed to third parties without the expressed written consent of TXI.
Sincerely,
TXI Operations, LP
Victor H. Villarreal
Manager - Q.A. /Q.C.
1992 - 2011 Digital Site Systems, Inc. Page2 Quadrel iService
SM
GENERAL NOTES
Pumping Notes:
1. 5" minimum diameter lines with no reduction to smaller lines.
2. Keep rubber 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 and/or 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 -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, 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.
1992 - 2011 Digital Site Systems, Inc. Page3 Quadrel iService
SM
TXI PROPRIETARY AND CONFIDENTIAL
•
1341 Mockingbird Lane, Dallas, Texas 75247
(972) 647 -6700, www.txi.com
Customer: Tiseo Paving Date Issued: December 19, 2011
Project: Deforest Road - Coppell Plant: 141
Lewisville
8273SF 5.50SK ADMIX /AEA 1"CS
Slip Form Paving
Description Admix. SSD Weight (lb)
Type I /II Cement 517
1" - #4 Crushed Stone 1840
Concrete Sand 1356
City Water 242
MB -AE 90 0.3 to 4.0 oz/cwt CM
Pozzolith 100XR 2.0 to 4.0 oz/cwt CM
Specified F'c : 3,600 psi @ 28 days ---- TOTAL
Specified Slump: 1.00 To 3.00 in. Designed Unit Weight: 146.5 lbs. /cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C + P Ratio: 0.47
Designed Air: 4.5 % Designed Volume: 27.00 cu.ft.
NOTES:
TXI has no knowledge 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 architect/engineer, and or contractor to insure that the
above designed mix parameters of compressive strength, water cement ratio, cement content, and air content,
are appropriate for the anticipated environmental conditions (ie. ACI -318 sections 4.1 -4.3, and the local
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 admixtures are added in accordance with the manufacturer's recommendations. TXI reserves the
right to adjust these dosages to meet the changes in jobsite demands.
This mix has been designed to meet the requirements of the documents received from the project, and/or your
verbal request. Aggregate weights may change depending on gradations or specific gravity of material.
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.
COMMENTS:
1992 - 2011 Digital Site Systems, Inc. Page4 Quadrel 'Service SM
Date: 12/19/2011
1341 Mockingbird Lane, Dallas, Texas 75247
IX : 41: '''
(972) 647 -6700, www.txi.com
Units : US
Mix Name: 8273SF Mix Strength: 3,600 PSI at 28 Days
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 28 Avg Acc Accept Std ACI318
Tests Slump Air Day Age Age Dev Req'd
30 1.96 4.16 5830 5830 28 1060 5570
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Plant Slump Air Strengths Acc Acc Age
28 Day Acc Age Age Run Avg 3
122 2.50 5.00 5640 5640 28
122 2.00 4.80 6110 6110 28
122 1.75 5.00 5660 5660 28 5800
122 2.00 4.50 5560 5560 28 5770
121 2.50 6.80 4010 4010 28 5070
122 2.50 3.20 6580 6580 28 5380
122 2.25 3.40 5590 5590 28 5390
122 2.00 3.50 5340 5340 28 5840
122 2.50 3.50 5240 5240 28 5390
122 2.00 3.20 5830 5830 28 5470
131 4520 4520 28 5190
121 0.50 5.30 5110 5110 28 5150
142 2.75 7020 7020 28 5550
121 1.00 6.00 6810 6810 28 6310
150 2.00 6090 6090 28 6640
143 1.00 4.00 7160 7160 28 6690
150 2.00 4.50 5560 5560 28 6270
131 2.00 3.10 5810 5810 28 6180
121 2.50 4480 4480 28 5280
121 1.50 3.00 5130 5130 28 5140
131 2.00 3.80 4110 4110 28 4570
131 1.75 3.80 6040 6040 28 5090
150 2.00 4.00 4750 4750 28 4970
131 2.00 3.30 5640 5640 28 5480
122 5790 5790 28 5390
121 1.50 4.40 8410 8410 28 6610
140 2.50 4.20 6740 6740 28 6980
121 2.00 3.80 8410 8410 28 7850
121 2.00 3.80 6520 6520 28 7220
138 2.00 5430 5430 28 6780
1992 - 2011 Digital Site Systems, Inc. Pages Quadrel iSery ice SM
TXI PROPRIETARY AND CONFIDENTIAL
txi 1341 Mockingbird Lane, Dallas, Texas 75247
(972) 647 -6700, www.txi.com
Customer: Tiseo Paving Date Issued: December 19, 2011
Project: Deforest Road - Coppell Plant: 141
Lewisville
8274 6.00SK ADMIX/AEA 1 "CS
Hand Placed Paving
Description Admix. SSD Weight (lb)
Type I/II Cement 564
1" - #4 Crushed Stone 1840
Concrete Sand 1273
City Water 258
MB -AE 90 0.3 to 4.0 oz/cwt CM
Pozzolith 200N 3.0 to 4.0 oz/cwt CM
Specified F'c : 3,600 psi @ 28 days TOTAL 3935
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 5.7 lbs. /cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C + P Ratio: 0.46
Designed Air: 4.5 % Designed Volume: 27.00 cu.ft.
NOTES:
TXI has no knowledge 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 architect/engineer, and or contractor to insure that the
above designed mix parameters of compressive strength, water cement ratio, cement content, and air content,
are appropriate for the anticipated environmental conditions (ie. ACI -318 sections 4.1 -4.3, and the local
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 admixtures are added in accordance with the manufacturer's recommendations. TXI reserves the
right to adjust these dosages to meet the changes in jobsite demands.
This mix has been designed to meet the requirements of the documents received from the project, and/or your
verbal request. Aggregate weights may change depending on gradations or specific gravity of material.
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.
COMMENTS:
1992 - 2011 Digital Site Systems, Inc. Page6 Quadrel iService
SM
tX/ 3 1341 Mockingbird Lane, Dallas, Texas 75247 Date: 12/19/2011
(972) 647 -6700, www.txi.com
Units: US
Mix Name: 8274 Mix Strength: 3,600 PSI at 28 Days
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 28 Avg Acc Accept Std AC1318
Tests Slump Air Day Age Age Dev Req'd
30 4.08 3.78 5320 5320 28 920 5250
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Plant Slump Air Strengths Acc Acc Age
28 Day Acc Age Age Run Avg 3
150 5.00 3.20 5840 5840 28
150 5.50 5.50 5200 5200 28
131 4.50 5.00 5970 5970 28 5670
131 2.00 3.10 5810 5810 28 5660
131 3.25 2.70 8090 8090 28 6620
131 3.00 3.30 4300 4300 28 6060
131 3.00 4.00 4930 4930 28 5770
121 3.25 4.00 5420 5420 28 4880
121 6.00 4.50 4920 4920 28 5090
131 3.25 3.60 4450 4450 28 4930
131 4.00 4.20 6020 6020 28 5130
131 5.00 4.50 5660 5660 28 5380
121 4.50 3.80 6150 6150 28 5940
150 7.25 3.20 4220 4220 28 5340
121 3.00 3.60 5410 5410 28 5260
121 1.50 3.00 5130 5130 28 4920
131 4.25 3.40 5240 5240 28 5260
131 4.00 4.00 4970 4970 28 5110
131 2.00 3.80 4110 4110 28 4770
131 4.00 3.30 2770 2770 28 3950
131 4.00 4.00 5020 5020 28 3970
131 1.75 3.80 6040 6040 28 4610
142 4.75 3.00 4930 4930 28 5330
142 4.00 3.10 5550 5550 28 5510
147 6.00 3.50 5950 5950 28 5470
138 5.50 3.80 5670 5670 28 5720
138 5.50 4.20 5150 5150 28 5590
138 5.00 4.00 6290 6290 28 5700
138 4.50 4.40 4430 4430 28 5290
138 3.00 3.80 5890 5890 28 5540
1992 - 2011 Digital Site Systems, Inc. Pagel Quadrel iService
SM
4(1 MIDLOTHIAN CEMENT
245 Ward Road • Midlothian, TX 76065 • 972.775.3449 • www.txi.com
SPECIFICATIONS
Portland Cement
Bin Number: Car Number: Tons: Type I /11 (Low Alkali)
Sample Date: August -2011 Monthly Average A.S.T.M C150 -11
Spec. Test Spec. Test
Chemical Requirements: Limit Result Physical Requirements: Limit Result
Si02, ( %) A 20.2 Air Content, Volume, ( %) 12 max 8
AI203, ( %) 6.0 max 4.1 Average Fineness (Blaine), (m2 /kg) 280 min 359
Fe203, ( %) 6.0 max 3.5 420 max
CaO, ( %) A 64.9
MgO, ( %) 6.0 max 1.2 Autoclave Expansion, ( %) 0.80 max -0.03
S03, ( %) 3.0 max 2.7
Loss on Ignition, ( %) 3.0 max 2.1 Time of Setting:
Insoluble Residue, ( %) 0.75 max 0.36 Vicat initial set, minutes 45 min 119
CO2, ( %) A 1.3 375 max 119
Limestone, ( %) 5.0 max 3.0
CaCO3 in limestone, ( %) 70 min 96 Compressive strengths, (Mpa)
3 days 12.0 min 26.1
7 days 19.0 min 31.0
Potential phase composition, ( %): Compressive strengths, (psi)
C3S A 65 3 days 1740 min 3781
C2S A 9 7 days 2760 min 4498
C3A 8 Max 5
C4AF A 11
C3S + 4.75(C3A) 100 max 88
Spec. Test
Optional Chemical Requirements: Limit Result NSF
Total Alkalies (Na20 equiv.), ( %) 0.60 max 0.49
A Not Applicable.
s Adjusted for limestone per A1.6 Certified to
NSF /ANSI 61
We Certify that the above described cement, at the time of shipment meets the chemical
and physical requirements of ASTM C - 150 specification.
Signature: / / Date: 9113111
Title: Quality Services Manager
T.
Bridgeport XI Corp Stone Plant Technical Services Lab
P.O. Box 487 Phone: 972 - 647-7232
�, ,, Bridgeport, Texas 76426 Fax: 972 - 647 -7244
T4ALVI 4rn NI:" . M'; :fct"r , R 4^x'a. -Ti `'VNF 4 "CV$ VaT ".E4 MIVr V r, trVk5lfa.R. 'rhMr4 tP rR rVlrl 7VlTV .tC}brM V VIUl t' f t „t; r'krxt;' "r6
DATE December 5, 2011
COMPANY / NAME
MATERIAL 1" - #4 Class A
TEST RESULTS
SIEVE SIZE WT. RETAINED % PASSING SPECIFICATION
U. S. METRIC
1 1/2" 37.5mm 0 100.0 100
1" 25.0mm 0.6 98.3 95 100
3/4" 19.0mm 8.1 77.1 (60 90)
1/2" 12.5mm 22 37.7 25 60
3/8" 9.5mm 28.8 18.4
#4 4.75mm 34.3 2.8 0 10
#8 2.36mm 35.2 0.3 0 5
TOTAL WEIGHT 35.3
f 1
SPECIFIC TEST RESULTS
TxDot 403 -A Specific Gravity(SSD) 2.66 TxDot 411 -A Magnesium Soundness 11
Sodium Soundness 0
TxDot 403 -A Absorption 1
Unit Weight :
TxDot 410 -A L A Abrasion 30 Dry Loose 97.2 LB. /CF.
Dry Rodded 101.5 LB. /CF.
TxDot 413 -A Clay Lumps 0
TxDot 406 -A Decantation 0.6
Ben Jones
Txi Representative
` TXI corp.
TECHNICAL SERVICES LAB
TXI Concrete Sand PHONE: 972- 647 -7232
FAX: 972- 647 -7244
t rlil +I' tilet= ft. I ip E. L„ : ".X .. 41: I1, rt s,1,;fir,"= V.t1 :=1 `t> t' 't ri ,f .i.', t 1. tr .1 ='P D i t•, ,.4I.'irt, ntw.; ri arcor I m4 K :f
DATE December 5, 2011
COMPANY / NAME
MATERIAL Concrete Sand
TEST RESULTS
SIEVE SIZE WT. RETAINED % PASSING SPECIFICATION
U. S. METRIC
3/8" 9.5mm 0 100.0 100
#4 4.75mm 20.1 97.1 95 100
#8 2.36mm 77.5 89.0 80 100
#16 1.16mm 162.2 77.0 50 85
#30 .600mm 286.1 59.4 25 60
#50 .300mm 542 23.0 10 30
#100 .150mm 698.8 0.8 2 10
#200 .075mm 703.3 0.1 0 3
TOTAL WEIGHT 704.3 F.M. 2.537
I
SPECIFIC TEST RESULTS
TxDot 403 -A Specific Gravity(SSD) 2.63 TxDot 411 -A Magnesium Soundness 8
Sodium Soundness 1
TxDot 403 -A Absorption 0.5
Unit Weight :
TxDot 612 -J Acid Insoluble Residue 87 Dry Loose 103.2 LB. /CF.
Dry Rodded 110.2 LB. /CF.
TxDot 203 -F Sand Equivalent 92
Ben Jones
TXI REPRESENTATIVE
BASF
The Chemical Company
January 5, 2011
TX! Operations, LP
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
*(successor in interest to BASF Construction Chemicals, LLC , which is successor by merger to BASF Admixtures,
Inc., formerly known as Degussa Admixtures, Inc., formerly known as Master Builders, Inc.)
1, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio,certify:
That MB -AE 90 is a BASF Corporation 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 90, 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 100 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 M154, the
Standard Specifications for Air - Entraining Admixtures for Concrete.
( gel (e lfA 6 4,
Richard Hubbard
Sr. Technical Marketing Specialist, BASF Corporation
BASF Corporation
23700 Chagrin Boulvard Master
Cleveland, 44122 Builders
216 839 -7500 00
ph
www.masterbuilders.com Admixture Solutions
BASF
The Chemical Company
January 5, 2011
TXI Operations, LP
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Villarreal
Project: All Projects
Project location: Various
Certificate of Conformance
Pozzolith® 100 XR
BASF Corporation* Admixture for Concrete
"(successor in interest to BASF Construction Chemicals, LLC , which is successor by merger to BASF Admixtures,
Inc., formerly known as Degussa Admixtures, Inc., formerly known as Master Builders, Inc.)
I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio,certify:
That Pozzolith 100 XR is a BASF Corporation Set Retarding Admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 100 XR; and
That Pozzolith 100 XR, based on the chlorides originating from all the ingredients used in its manufacture,
contributes less than 0.00014 percent (1.4 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 100 XR meets the requirements for a Type B, Retarding and Type D, Water- Reducing and Retarding
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 Corporation
BASF Corporation ) #
23700 Chagrin Boulvard Master
L
Cleland, OH
216 8 839-7 5 00 44122 Builders
216 39 -700 ph I)
www.masterbuilders.com Admixture Solutions
BASF
The Chemical Company
January 5, 2011
TXI Operations, LP
1341 W. Mockingbird Lane
Dallas, Texas 75247
Attention: Victor Villarreal
Project: All Projects
Project location: Various
Certificate of Conformance
Pozzolith® 200 N
BASF Corporation" Admixture for Concrete
"(successor in interest to BASF Construction Chemicals, LLC , which is successor by merger to BASF Admixtures,
Inc., formerly known as Degussa Admixtures, Inc., formerly known as Master Builders, Inc.)
I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio,certify:
That Pozzolith 200 N is a BASF Corporation Water- Reducing Admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of Pozzolith 200 N; and
That Pozzolith 200 N, based on the chlorides originating from all the ingredients used in its manufacture, contributes
less than 0.00013 percent (1.3 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, depending on the dosage used, Pozzolith 200 N meets the requirements for a Type A, Water- Reducing, Type
B, Retarding, and Type D, Water Reducing and Retarding Admixture as specified in ASTM C 494, Corps of
Engineers' CRD -C 87 and AASHTO M194, the Standard Specifications for Chemical Admixtures for Concrete.
—(Kya\rxrij ,Afl";j164
Richard Hubbard
Sr. Technical Marketing Specialist, BASF Corporation
BASF Corporation
23700 Chagrin Boulvard Nlaster
Cleveland, OH 44122 1.1i rs
216 839 -7500 ph
www.masterbuilders.com Admixture Solutions