Royal Oaks-SP110225 •
fiXi 1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.txi.com
Letter Of Transmittal
2/25/2011
12:13:34PM
Report: 120958 Contains the Following Reports:
Report Description
• Submittal#8099 for Project:Various-Fort Worth&Dallas
• Detailed Data for Submittal#8099
• Backup Data for Mix:8204 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• Backup Data for Mix:8205 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• Backup Data for Mix:8206 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• Backup Data for Mix:8272 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• Backup Data for Mix:8273 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• Backup Data for Mix:8274 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• Backup Data for Mix:9053 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• Backup Data for Mix:9982 of Submittal#8099 for Project:Various-Fort Worth&Dallas
• TXI Concrete Sand(January 2011).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
• Cement Certificate(November 2010).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
• Class F Fly Ash Limestone(December 2010).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
• Bridgeport Stone (January 2011).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
• Bridgeport Stone 1.5 -Belt Run(January 2011).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
• MB-AE 90(January 2011).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
• Polyheed 997(January 2011).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
• Pozzolith 200N(January 2011).pdf attachment for Submittal#8099 for Project:Various-Fort Worth&Dallas
1992-2011 Digital Site Systems,Inc. Pagel Quadrel'Service SM
X1111 1
1341 West Mockingbird Lane • Dallas,Texas 75247 972.647.6700 www.txi.com
February 25,2011
Conatser Construction, Inc.
P.O. Box 15448
Fort Worth,TX. 76119
Attn: Mr. Bill Hurst
RE: Various-Fort Worth& Dallas
Mix Code Numbers
8204,8205,8206,8272,8273,8274,9053,9800,9982
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,
TX!Operations, LP
Victor H. Villarreal
Manager-Q.A./Q.C.
1992-2011 Digital Site Systems,Inc. Page2 Quadrel'Service 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'Service
SM
TXI PROPRIETARY AND CONFIDENTIAL
•
fiX1
1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.txi.com
Customer: Conatser Construction, Inc. Date Issued: February 25,2011
Project: Various- Fort Worth& Dallas Plant: 122
Lawnwood
8204 470#ADMIX/AEA I"CS
Sidewalk
Description Admix. SSD Weight (lb)
Type 1/II Cement 376
Fly Ash "F" 94
1" -#4 Crushed Stone 1840
Concrete Sand 1326
City Water 258
MB-AE 90 0.3 to 4.0 oz/cwt CM
PolyHeed 997 3.0 to 15.0 oz/cwt CM
Specified F'c : 3,000 psi @ 28 days TOTAL 3894
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 144.2 lbs./cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C+ P Ratio: 0.55
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 AC1 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 iService
SM
tX1fb
1341 Mockingbird Lane,Dallas,Texas 75247 Date: 2/25/2011
'«J
'v^J (972)647-6700,www.txi.com
Units: US
Mix Name: 8204 Mix Strength: 3,000 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 5.13 4.29 4700 4700 28 620 3940
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 5.75 3.70 4430 4430 28
150 4.50 4.60 4310 4310 28
150 4.25 4.70 4770 4770 28 4500
150 4.75 4.20 4590 4590 28 4550
150 4.75 5.50 4850 4850 28 4740
150 7.00 4.30 3620 3620 28 4350
135 5.00 3.70 4980 4980 28 4480
150 6.25 4.20 4060 4060 28 4220
150 5.75 5.00 4090 4090 28 4370
150 5.00 4 .50 5050 5050 28 4400
143 5.00 3.70 5630 5630 28 4920
143 5.00 3.90 6090 6090 28 5590
143 4.75 4.00 4900 4900 28 5540
143 5.00 4.00 5120 5120 28 5370
143 4.75 3.70 5350 5350 28 5120
143 5.00 4.10 5540 5540 28 5340
143 5.00 4.60 4480 4480 28 5120
143 5.00 4.30 4390 4390 28 4800
143 5.00 3.90 4790 4790 28 4550
143 5.00 4.10 4420 4420 28 4530
143 4.75 4.20 5430 5430 28 4880
143 4.75 5.10 4980 4980 28 4940
143 4.25 3.90 4820 4820 28 5080
131 6.00 4.50 3720 3720 28 4510
142 6.00 5.00 3590 3590 28 4040
142 6.00 4.00 3860 3860 28 3720
142 6.00 4.50 4210 4210 28 3880
142 3.50 4.50 5250 5250 28 4440
121 4.75 3.90 5140 5140 28 4860
121 5.25 4470 4470 28 4950
1992-2011 Digital Site Systems,Inc. Pages Quadrel'Service SM
TXI PROPRIETARY AND CONFIDENTIAL
tA! 1341 Mockingbird Lane,Dallas Texas 75247
(972)647-6700,www.txi.com
Customer: Conatser Construction, Inc. Date Issued: February 25,2011
Project: Various- Fort Worth& Dallas Plant: 122
Lawnwood
8205 517#ADMIX/AEA 1"CS
Structures, Paving
Description Admix. SSD Weight (lb)
Type I/II Cement 414
Fly Ash "F" _ 103
1"-#4 Crushed Stone 1840
Concrete Sand 1284
City Water 258
MB-AE 90 0.3 to 4.0 oz/cwt CM
PolyHeed 997 3.0 to 15.0 oz/cwt CM
Specified F'c : 3,000 psi @ 28 days TOTAL 3899
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 144.4 lbs./cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C+ P Ratio: 0.50
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
t • ,
Xi y` 1341 Mockingbird Lane,Dallas,Texas 75247 Date: 2/25/201 I
0 (972)647-6700,www.txi.com
Units: US
Mix Name: 8205 Mix Strength: 3,000 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 5.08 4.52 5300 5300 28 690 4110
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
128 6.00 3.80 5110 5110 28
120 3.00 5.90 5680 5680 28
120 3.00 6.00 6080 6080 28 5620
140 5.50 4.90 5050 5050 28 5600
122 6.50 4.00 5360 5360 28 5500
122 5.00 4030 4030 28 4810
122 4.00 4350 4350 28 4580
122 4.00 4410 4410 28 4260
122 5.75 4.80 4850 4850 28 4540
131 5.75 5.80 5730 5730 28 4990
131 5.00 4.00 6650 6650 28 5740
131 4.75 4.20 4970 4970 28 5780
150 5.75 4.50 4410 4410 28 5340
150 5.25 4.80 5330 5330 28 4900
150 5.00 4.20 4790 4790 28 4840
131 4.75 3.70 5510 5510 28 5210
150 5.75 4.40 5230 5230 28 5180
150 5.50 4.80 4720 4720 28 5150
131 4.50 4.20 6030 6030 28 5330
131 5.50 3.20 6310 6310 28 5680
150 5.75 4.30 6020 6020 28 6120
131 5.50 4.20 5820 5820 28 6050
131 5.00 3.60 6300 6300 28 6040
131 5.50 4.75 5550 5550 28 5890
140 4.50 6.00 4860 4860 28 5570
131 6.00 4.50 5230 5230 28 5210
131 6.00 4.50 5570 5570 28 5220
131 4.50 5.00 6130 6130 28 5640
131 4.50 3.20 4110 4110 28 5270
138 5.00 4.80 4940 4940 28 5060
1992-2011 Digital Site Systems,Inc. Pagel Quadrel iService SM
TXI PROPRIETARY AND CONFIDENTIAL
tX/ 1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www txi.com
Customer: Conatser Construction, Inc. Date Issued: February 25, 2011
Project: Various-Fort Worth& Dallas Plant: 122
Lawnwood
8206 564#ADMIX/AEA 1"CS
Hand Placed Paving-City of Fort Worth
Description Admix. SSD Weight (lb)
Type I/II Cement 451
Fly Ash "F" 113
1"-#4 Crushed Stone 1840
Concrete Sand 1254
City Water 254
MB-AE 90 0.3 to 4.0 oz/cwt CM
PolyHeed 997 3.0 to 15.0 oz/cwt CM
Specified F'c : 4,000 psi @ 28 days TOTAL 3912
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 144.9 lbs./cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C+ P Ratio: 0.45
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. Page8 Quadrel!Service
SM
• • Date: 2/25/2011
,...._. itXit ).. 1341 Mockingbird Lane,Dallas,Texas 75247
ie+ (972)647-6700,www.txi.com
J Units: US
Mix Name: 8206 Mix Strength: 4,000 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 4.97 4.20 5210 5210 28 440 4590
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
120 5.50 5.90 5460 5460 28
120 4.50 4.70 5200 5200 28
120 5.75 6.20 4540 4540 28 5070
120 5.25 2.50 5120 5120 28 4950
146 5.00 4.60 5370 5370 28 5010
146 4.75 3.50 5340 5340 28 5280
146 5.25 5.30 4480 4480 28 5060
146 5.00 3.80 5410 5410 28 5070
146 5.25 4.50 4930 4930 28 4940
146 5.50 4.70 4900 4900 28 5080
120 4.75 4.00 5470 5470 28 5100
120 4.00 4.40 5440 5440 28 5270
120 5.00 3.80 5640 5640 28 5520
131 3.50 3.80 5550 5550 28 5540
146 5.50 3.00 5000 5000 28 5400
146 6.00 2.20 5030 5030 28 5190
146 5.75 2.50 4700 4700 28 4910
146 5.25 3.60 5620 5620 28 5110
146 5.75 3.30 5320 5320 28 5210
120 4.00 3.10 4890 4890 28 5270
120 3.25 3.20 5460 5460 28 5220
120 4.00 3.30 5270 5270 28 5210
120 4.25 4.00 4330 4330 28 5020
120 4.50 4.20 4550 4550 28 4710
131 7.00 4.40 4670 4670 28 4520
121 6.25 5.40 5460 5460 28 4890
121 5.00 7.20 5770 5770 28 5300
121 4.50 4.50 6030 6030 28 5750
121 5.25 5.70 5320 5320 28 5700
121 4.00 4.70 6030 6030 28 5790
1992-2011 Digital Site Systems,Inc. Page9 Quadrel iService SM
TXI PROPRIETARY AND CONFIDENTIAL
•
tAllri 1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.txi.com
Customer: Conatser Construction, Inc. Date Issued: February 25, 2011
Project: Various-Fort Worth& Dallas Plant: 122
Lawnwood
8272 5.00SK ADMIX/AEA 1"CS
Sidewalk
Description Admix. SSD Weight (lb)
Type I/II Cement 470
1"-#4 Crushed Stone 1840
Concrete Sand 1352
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 : 3,000 psi @ 28 days TOTAL 3920
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 145.2 lbs./cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C + P Ratio: 0.55
Designed Air: 4.5 % Designed Volume: 27.00 cuff
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. Page 10 Quadrel iSery ice SM
t •
Date: 2/25/2011
1341 Mockingbird Lane,Dallas,Texas 75247
4Kr 0^�.....%� (972)647-6700,www.txi.com
Units: US
Mix Name: 8272 Mix Strength: 3,000 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 4.97 4.20 5210 5210 28 440 3590
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
120 5.50 5.90 5460 5460 28
120 4.50 4.70 5200 5200 28
120 5.75 6.20 4540 4540 28 5070
120 5.25 2.50 5120 5120 28 4950
146 5.00 4.60 5370 5370 28 5010
146 4.75 3.50 5340 5340 28 5280
146 5.25 5.30 4480 4480 28 5060
146 5.00 3.80 5410 5410 28 5070
146 5.25 4.50 4930 4930 28 4940
146 5.50 4.70 4900 4900 28 5080
120 4.75 4.00 5470 5470 28 5100
120 4.00 4.40 5440 5440 28 5270
120 5.00 3.80 5640 5640 28 5520
131 3.50 3.80 5550 5550 28 5540
146 5.50 3.00 5000 5000 28 5400
146 6.00 2.20 5030 5030 28 5190
146 5.75 2.50 4700 4700 28 4910
146 5.25 3.60 5620 5620 28 5110
146 5.75 3.30 5320 5320 28 5210
120 4.00 3.10 4890 4890 28 5270
120 3.25 3.20 5460 5460 28 5220
120 4.00 3.30 5270 5270 28 5210
120 4.25 4.00 4330 4330 28 5020
120 4.50 4.20 4550 4550 28 4710
131 7.00 4.40 4670 4670 28 4520
121 6.25 5.40 5460 5460 28 4890
121 5.00 7.20 5770 5770 28 5300
121 4.50 4.50 6030 6030 28 5750
121 5.25 5.70 5320 5320 28 5700
121 4.00 4.70 6030 6030 28 5790
1992-2011 Digital Site Systems,Inc. Page 1 1 Quadrel iService SM
TXI PROPRIETARY AND CONFIDENTIAL
1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.txi.com
Customer: Conatser Construction,Inc. Date Issued: February 25,2011
Project: Various-Fort Worth& Dallas Plant: 122
Lawnwood
8273 5.50SK ADMIX/AEA 1"CS
Structures, Paving
Description Admix. SSD Weight (lb)
Type I/lI Cement 517
1"-#4 Crushed Stone 1 840
Concrete Sand 1312
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 : 3,500 psi @ 28 days TOTAL 3927
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 145.5 lbs./cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C+ P Ratio: 0.50
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. Page 12 Quadrel iSery ice
SM
/IX/ . i
1341 Mockingbird Lane,Dallas,Texas 75247 Date: 2/25/2011
AIN
/',,W (972)647-6700,www.txi.com
^+ Units: US
Mix Name: 8273 Mix Strength: 3,500 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 5.10 4.08 5260 5260 28 710 4650
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
121 3.00 4.10 6220 6220 28
144 6.25 5940 5940 28
144 6.00 5700 5700 28 5950
144 5.00 3.90 5940 5940 28 5860
144 5.00 3.30 6110 6110 28 5920
144 5.25 3.30 5370 5370 28 5810
144 5.50 3.60 5660 5660 28 5710
121 4.50 3.50 5040 5040 28 5360
121 3.00 3.40 5180 5180 28 5290
131 3.25 3.50 5700 5700 28 5300
131 4.00 4.00 5720 5720 28 5530
121 3.25 3.40 5290 5290 28 5570
140 5.00 4.40 5610 5610 28 5540
121 3.00 3.60 6460 6460 28 5780
131 7.50 5890 5890 28 5990
131 4.00 5350 5350 28 5900
143 3.75 3.70 5480 5480 28 5570
150 5.25 4.00 4590 4590 28 5140
150 6.25 4.60 4160 4160 28 4740
150 6.75 4.50 4350 4350 28 4360
150 7.25 4.20 4330 4330 28 4280
150 6.00 4.40 4410 4410 28 4360
150 7.75 5.50 5110 5110 28 4610
150 5.50 3.90 4680 4680 28 4730
150 5.75 4.20 4390 4390 28 4720
150 6.00 4.00 4520 4520 28 4530
150 5.50 4.60 4590 4590 28 4500
150 4.75 4.60 4770 4770 28 4630
150 6.00 4.80 4500 4500 28 4620
121 3.00 5.00 6670 6670 28 5310
1992-2011 Digital Site Systems,Inc. Page13 Quadrel iService
SM
TXI PROPRIETARY AND CONFIDENTIAL
ix! 1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.txi.com
Customer: Conatser Construction, Inc. Date Issued: February 25,2011
Project: Various-Fort Worth& Dallas Plant: 122
Lawnwood
8274 6.00SK ADMIX/AEA I"CS
Structures, 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 ozJcwt CM
Pozzolith 200N 3.0 to 4.0 oz/cwt CM
Specified F'c : 4,000 psi @ 28 days TOTAL 3935
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 145,7 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-3I.
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. Page l4 Quadrel'Service SM
•
Date: 2/25/2011
_ tX/ 1341 Mockingbird Lane,Dallas,Texas 75247
IN (972)647-6700,www.txi.com
'�:1 Units: US
Mix Name: 8274 Mix Strength: 4,000 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 3.91 3.51 5750 5750 28 440 4590
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
121 2.50 3.00 6320 6320 28
121 3.00 3.10 5940 5940 28
131 2.50 3.00 5400 5400 28 5880
121 3.25 3.40 6050 6050 28 5790
131 4.50 4830 4830 28 5420
121 3.50 4.70 6400 6400 28 5760
121 3.00 3.10 5710 5710 28 5650
131 3.00 2.00 5160 5160 28 5760
131 3.00 6250 6250 28 5710
121 2.00 3.00 5710 5710 28 5710
121 3.00 3.10 5530 5530 28 5830
121 3.00 3.40 5870 5870 28 5700
121 4.50 3.40 5620 5620 28 5670
121 3.00 4.10 6220 6220 28 5900
144 6.00 5700 5700 28 5850
144 6.25 5940 5940 28 5950
144 5.00 3.90 5940 5940 28 5860
144 5.00 3.30 6110 6110 28 6000
144 5.25 3.30 5370 5370 28 5810
144 5.50 3.60 5660 5660 28 5710
121 4.50 3.50 5040 5040 28 5360
121 3.00 3.40 5180 5180 28 5290
131 3.25 3.50 5700 5700 28 5300
131 4.00 4.00 5720 5720 28 5530
121 3.25 3.40 5290 5290 28 5570
140 5.00 4.40 5610 5610 28 5540
121 3.00 3.60 6460 6460 28 5780
131 4.00 5350 5350 28 5800
131 7.50 5890 5890 28 5900
121 3.00 5.00 6670 6670 28 5970
1992-2011 Digital Site Systems,Inc. Page15 Quadrel'Service SM
TXI PROPRIETARY AND CONFIDENTIAL
•
t "i 1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.txi.com
Customer: Conatser Construction, Inc. Date Issued: February 25,2011
Project: Various-Fort Worth& Dallas Plant: 122
Lawnwood
9053 7.00SK ADMIX/AEA 1"CS
High Early Strength As Required
Description Admix. SSD Weight (lb)
Type I/lI Cement 658
1" -#4 Crushed Stone 1840
Concrete Sand 1194
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 : 5,000 psi @ 28 days TOTAL 3950
Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 146,3 lbs./cu.ft.
Specified Air: 3.00 To 6.00 % Designed W/C + P Ratio: 0.39
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:
* HIGH-EARLY STRENGTH NOTES:
I)Obtain ALL strength specimens at the point of placement.
2)Test specimens used for in-place early strength determination should be cured in a manner as close as
possible to the in-place concrete. Utilization of insulated blankets or an insulated curing box is highly
recommended. Hydration of portland cement is a temperture sensitive chemical reaction. In-place concrete
generally develops and maintains substantially more heat than 6"x12"test cylinders. The difference in
magnitude between in-place strength and the measured strength of 6"x12"cylinders increase as ambient
temperatures decrease. Standard test cylinders used for 7 and 28 day evaluation should still be cured in strict
accordance with ASTM C 31.
1992-2011 Digital Site Systems,Inc. Pagel6 Quadrel'Service SM
„. X/• Date: 2/25/2011
1341 Mockingbird Lane,Dallas,Texas 75247
let (972)647-6700,www.txi.com
�J Units: US
Mix Name: 9053 Mix Strength: 5,000 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
24 4.89 4.56 5840 5840 28 440 5610
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
147 5.25 6000 6000 28
144 3.00 4.40 5760 5760 28
143 3.00 5.90 5650 5650 28 5800
144 3.00 3.80 6870 6870 28 6090
144 4.50 4.50 5700 5700 28 6070
144 6.00 5.00 5730 5730 28 6100
144 4.00 4.50 6340 6340 28 5920
144 3.00 3.40 6290 6290 28 6120
140 3.00 3.90 6530 6530 28 6390
122 5.25 5.80 5420 5420 28 6080
131 6.50 4.60 5290 5290 28 5750
131 5.00 4.80 6090 6090 28 5600
131 6.00 4.40 6160 6160 28 5840
131 5.50 4.90 5460 5460 28 5900
131 4.50 5.20 5120 5120 28 5580
150 4.00 5.00 6060 6060 28 5550
131 6.00 4.60 5710 5710 28 5630
131 5.50 4.40 6130 6130 28 5970
131 5.50 4.20 6040 6040 28 5960
131 6.50 3.80 5230 5230 28 5800
131 6.00 4.00 5170 5170 28 5480
131 5.00 4.80 5360 5360 28 5250
131 6.00 5.10 5520 5520 28 5350
140 5.25 3.90 6670 6670 28 5850
1992-2011 Digital Site Systems,Inc. Pagel 7 Quadrel'Service
SM
TXI PROPRIETARY AND CONFIDENTIAL
tX'i 1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.rxi.com
Customer: Conatser Construction, Inc. Date Issued: February 25,2011
Project: Various-Fort Worth& Dallas Plant: 122
Lawnwood
9800 100/300 FLOWABLE FILL
Flowable Fill
Description Admix. SSD Weight (lb)
Type UII Cement 100
Fly Ash "F" 300
Concrete Sand 2810
City Water 458
Specified Pc: TOTAL 3668
Specified Slump: 4.00 To 8.00 in. Designed Unit Weight: 135.9 lbs./cu.ft.
Specified Air: 0.00 To 3.00 % Designed W/C+P Ratio: 1.15
Designed Air: 0.5 % 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. Pagel 8 Quadrel'Service SM
TXI PROPRIETARY AND CONFIDENTIAL
•
tX/ 1341 Mockingbird Lane,Dallas,Texas 75247
(972)647-6700,www.txi.com
Customer: Conatser Construction, Inc. Date Issued: February 25,2011
Project: Various-Fort Worth & Dallas Plant: 122
Lawnwood
9982 6.00SK ADMIX/AEA 1.5"CS (CLASS "P")
TxDot Hand Placed Paving
Description Admix, SSD Weight (lb)
Type I/II Cement 451
Fly Ash "F" 99
1"-#4 Crushed Stone 1240
1 1/2 "-3/4"Crushed Stone 826
Concrete Sand 1001
City Water 245
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 3862
Specified Slump: 1.00 To 3.00 in. Designed Unit Weight: 143.0 lbs./cu.ft.
Specified Air: 4.50 To 7.50 % Designed W/C+ P Ratio: 0.45
Designed Air: 6.0 % 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. Page l9 Quadrel'Service SM
X•
Date: 2/25/20
1341 Mockingbird Lane,Dallas,Texas 75247 11
(972)647-6700,www.txi.com
Units: US
Mix Name: 9982 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 4.42 4.26 5200 5200 28 680 4680
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
120 5.25 5.80 4630 4630 28
120 5.50 5.50 4790 4790 28
120 7.00 6.50 4480 4480 28 4630
120 4.50 3.90 5040 5040 28 4770
146 2.50 5980 5980 28 5160
146 1.00 6520 6520 28 5850
120 5.25 3.40 4340 4340 28 5610
120 4.50 3.40 5040 5040 28 5300
120 5.00 5.90 5470 5470 28 4950
120 4.50 6.50 4830 4830 28 5110
120 3.00 2.90 4910 4910 28 5070
120 3.75 4.20 5230 5230 28 4990
120 6.00 4.00 5350 5350 28 5160
120 4.50 3.50 5930 5930 28 5500
120 6.00 4.70 5740 5740 28 5670
120 5.50 4.20 4070 4070 28 5250
120 5.25 4.40 4660 4660 28 4820
120 4.75 3.50 4900 4900 28 4540
120 4.25 4.50 5190 5190 28 4910
120 4.50 4.70 4890 4890 28 4990
138 1.50 3.80 5930 5930 28 5330
146 0.50 3.20 6960 6960 28 5930
120 2.00 2.40 5540 5540 28 6140
120 7.50 3.60 4560 4560 28 5690
120 4.50 4.20 5290 5290 28 5130
120 4.50 4.00 5060 5060 28 4970
120 6.00 3.30 5820 5820 28 5390
120 5.00 3.70 5720 5720 28 5530
122 4.50 5.00 4040 4040 28 5190
122 4.00 4.50 5000 5000 28 4920
1992-2011 Digital Site Systems,Inc. Page2O Quadrel'Service SM
(1112) TXI corp.
TECHNICAL SERVICES LAB
TXI Concrete Sand PHONE: 972-647-7232
FAX: 972-647-7244
WOWS, ANIONNIMINWOOMOSEMOW's a grAllICROACUMISeri,ANM'r,3}@a7I(d M3"Fw"Oi1RAL, ."?I itiD18"c an 0:15WM VIIMMINrd97H: 1a4?fiIAMI DLIVIS:
DATE January 4, 2011
COMPANY/NAME
MATERIAL Concrete Sand
R' . kUMWE4"MINM4h MSSII IS M anti n G 41ERt 4!f'UOIR' snIPINIMORR1rL3 :etnin e ggrafrig nigoalitjexiRlN +. i IPS
TEST RESULTS
SIEVE SIZE WT. RETAINED % PASSING SPECIFICATION
U.S. METRIC
3/8" 9.5mm 0 100.0% 100
#4 4.75mm 20.4 97.7% 95 100
#8 2.36mm 98.1 89.0% 80 100
#16 1.16mm 209.8 76.4% 50 85
#30 .600mm 372.7 58.1% 25 60
#50 .300mm 738.8 16.9% 10 35
#100 .150mm 846 4.9% 0 10
#200 .075mm 887.6 0.2% 0 3
TOTAL WEIGHT 889.2
MININSIONSMINNWISINt IIIIMMIMMIMAINISHOMMISMOVNIMMNSIMMIMICINIMMISMINNIIIIMMICIAMMUMMIAMORMIIMMON
SPECIFIC TEST RESULTS
TxDot 403-A Specific Gravity(SSD) 2.63 TxDot 411-A Magnesium Soundness 6
Sodium Soundness 2
TxDot 403-A Absorption 0.6
Unit Weight:
TxDot 612-J Add Insoluble Residue 83 Dry Loose 104.2 LB./CF.
Dry Rodded 110.5 LB./CF.
TxDot 203-F Sand Equivalent 94
1 kri tilantr 'mitua uRmtlPISM%arum fl k'SMirer RJR"aYatrr#simormima ,Wk 1n'R9Y K mnrat 4'ti Iemeha.RIRE k,ava1mpE#4'Y`1orara"k+Iw,R m S,AkR. or aP'"t9im
Skeet Caruthers
TXI REPRESENTATIVE
bdMIDLOTHIAN CEMENT
245 Ward Road• Midlothian,TX 76065• 972.775.3449 •www.txi.com
m
SPECIFICATIONS
Portland Cement
Bin Number: Car Number: Tons: Type I/II(Low Alkali)
Sample Date: November-2010 Monthly Average A.S.T.M C150-09
Spec. Test Spec. Test
Chemical Requirements: Limit Result Physical Requirements: Limit Result
Si02, (%) A 20.0 Air Content, Volume, (%) 12 max 8
A1203, (%) 6.0 max 4.4 Average Fineness(Blaine), (m2/kg) 280 min 360
Fe203, (%) 6.0 max 3.6 420 max
CaO, (%) A 64.7
MgO, (%) 6.0 max 1.3 Autoclave Expansion, (%) 0.80 max -0.04
S03, (%) 3.0 max 2.7
Loss on Ignition, (%) 3.0 max 2.2 Time of Setting:
Insoluble Residue, (%) 0.75 max 0.37 Vicat initial set, minutes 45 min 129
002, (%) A 1.3 375 max 129
Limestone, (%) 5.0 max 3.0
CaCO3 in limestone, (%) 70 min 98 Compressive strengths,(Mpa)
3 days . ,'12.0 min 26.4
7 days 19.0 min 32.3
Potential phase composition, (%):B Compressive strengths,(psi)
C3S A 63 3 days 1740 min 3835
C2S A 10 7 days 2760 min 4685
C3A 8 Max 6
C4AF A 11
C3S + 4.75(C3A) 100 max 89
q Spec. Test
O p tional Chemical Requirements: Limit Result *S'-'''sr,...„„y Total Alkalies(Na20 equiv.), (%) 0.60 max 0.52
A Not Applicable.
B 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: 12/14/10
Title: Quality Services Manager
HEADWATER Addin g Value to Ener ,M
gY
Headwaters Resources certifies that pursuant to ASTM C-618-08 protocol for testing,the test data listed herein was generated by applicable
ASTM methods and meets requirements of ASTM C-618 and AASHTO M-295 and TX.DOT DMS-4610 for Class F fly ash.
Report of Class"F"Fly Ash Limestone Plant,Jewett, Texas Unit#1,2
DATE: December 13,2010 LABORATORY NUMBER: LEGS#1,2-10/26/10
MTRF#2663 LS
COMPOSITE DATE
10/25/10— 10/26/10
ASTM C-618-08 TX. DOT DMS-4610
SPECIFICATIONS SPECIFICATIONS
CHEMICAL ANALYSIS
CLASS C CLASS F CLASS C CLASS F
Silicon Dioxide (Si02) 52.24%
Aluminum Oxide (A1203) 18.47%
Iron Oxide (Fe2O3) 5.24%
Sum of SiO2i A1203, & Fe203 75.95 % 50 Min. 70 Min. 50 Min 70 Min.
Magnesium Oxide (MgO) 3.42%
Sulfur Trioxide (SO3) 0.56% 5.0 Max. 5.0 Max. 5.0 Max. 5.0 Max.
Moisture Content 0.04% 3.0 Max. 3.0 Max. 2.0 Max. 2.0 Max.
Loss On Ignition 0.08% 6.0 Max. 6.0 Max. 3.0 Max. 3.0 Max.
Available Alkalis as Na20 0.67%
Calcium Oxide (CaO) 14.67%
PHYSICAL ANALYSIS
Fineness: Amount retained
on 325 sieve % 15.90% 34% Max. 34%Max. 34% Max. 34% Max.
Water Requirement, % Control 94% 105%Max 105%Max 105%Max 105%Max
Specific Gravity 2.44
Autoclave Expansion, % -0.03 % 0.8%Max 0.8% Max 0.8%Max 0.8%Max
Strength Activity Index
With Portland Cement, 7 Day 90% 75%Min. 75% Min. 75% Min. 75% Min.
28 Day 99% 75%Min. 75% Min. 75% Min. 75% Min.
AUTHORIZED SIG NATURE:
P.O. Box 38 Thompsons,Texas 77481-0038
P:281.343.0079 F:281.343.0872
11411 TXI corp.
Bridgeport Stone Plant
Technical Services Lab
P.O. Box 487
Phone: 972-647-7232
Bridgeport, Texas 76426
Fax: 972-647-7244
MUNISBMINAPIEMORMIK',MOM Y',+WIfiCIMPODINIVININIIIMICAMEINglantaMittaINGUMENKRAMMIVIMMONERWIENOMIAti
DATE January 4, 2011
COMPANY/NAME
MATERIAL 1" - #4 Class A
torimosstaimmamantratirmintwitranotiotatimannemselsomgrimemeontlimmrammiorwlikadmrstemputentem
TEST RESULTS
SIEVE SIZE WT. RETAINED % PASSING SPECIFICATION
U.S. METRIC
1 1/2" 37.5mm 0 100.0% 100
1" 25.0mm 0.5 98.5% 95 100
3/4" 19.0mm 7 79.0%
1/2" 12.5mm 19.2 42.3% 25 60
3/8" 9.5mm 25.2 24.3%
#4 4.75mm 31.3 6.0% 0 10
#8 2.36mm 33 0.9% 0 5
TOTAL WEIGHT 33.3
mutostunommensminwilimmitimmtemituarraorMEICOMMOMMINOVIVIMISMINMICWW0111111901111111VMOMPUSIMMIRMIMIC,
SPECIFIC TEST RESULTS
Tx Dot 403-A Specific Gravity(SSD) 2.65 Tx Dot 411-A Magnesium Soundness 7
Sodium Soundness 3
Tx Dot 403-A Absorption 1.1
Unit Weight:
Tx Dot 410-A LA Abrasion 30 Dry Loose 94.3 LB./CF.
Dry Rodded 101.5 LB./CF
TxDot 413-A Clay Lumps 0
TxDot 406-A Decantation 0.5
imaintaasitamirMISININgilrirmisingaffirstimiwolisiksaMSEIMINaturnmaurmimitimerltaManarmommostatmumionigium
Skeet Caruthers
Txi Representative
aZill TX! corp.
Bridgeport Stone Plant Technical Services Lab
P.O. Box 487 Phone: 972-647-7232
Bridgeport, Texas 76426 Fax: 972-647-7244
01 $s WPM a.'' 112613111M. °, wow Ali •,olletiVAN G ,a i@MUISMILTAIMMENNESUM
DATE January 4, 2011
COMPANY/NAME
MATERIAL 1 1/2" Belt Run (ASTM C33, No. 4)
uttl" "+. 9ummirti Pattek o mI l e r i3 k [ !'stun �a.tru C"'.}"I'"o"£ 1.tAa,'6q;!,tark 1?p c;" d ara ^rMdl 3r"r='.9t;.°s"i stuff 'm
TEST RESULTS
SIEVE SIZE WT. RETAINED % PASSING SPECIFICATION
U.S. METRIC
2" 50.0mm 0 100.0% 100
1 1/2" 37.5mm 0.4 98.5% 95 100
11/4" 31.5mm 7.3 72.8%
1" 25.0mm 17.1 36.3% 25 55
7/8" 22.4mm 22.35 16.8%
3/4" 19.0mm 25.2 6.1% 0 10
5/8" 16.0mm 26.2 2.4%
1/2" 12.5mm 26.5 1.3%
3/8" 9.5mm 26.65 0.7% 0 5
TOTAL WEIGHT 26.85
IMININIMEMPIONSISIINIMEINUMINN' KI el ,u w + ha r tIVIMIIESOUVRO ° UMPIC iMINS MIMININ MOIIII M
SPECIFIC TEST RESULTS
TxDot 403-A Specific Gravity(SSD) 2.65 TxDot 411-A Magnesium Soundness 7
Sodium Soundness 3
TxDot 403-A Absorption 1.1
Unit Weight:
TxDot 410-A L A Abrasion 30 Dry Loose 92.2 LB./CF.
Dry Rodded 98.2 LB./CF.
TxDot 413-A Clay Lumps 0
TxDot 406-A Decantation 0.6
wantistounamarasansminumaratammunimint, 3 atas1Kfommonumnst emosam @i&;anie G l,!wmPareg atG Tana u r
Skeet Caruthers
Txi Representative
5 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
MB-AE TM 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.)
I, 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.
J(4;364
Richard Hubbard
Sr.Technical Marketing Specialist, BASF Corporation
BASF Corporation
ioulvard
23700 Chagrin Boulvard
216 Cleveland,39-7 00 OH 44122 []udders
216 839-7500 ph j,,,�
www.masterbuilders.com Admixture Solutions
gl 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
PolyHeed®997
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 PolyHeed 997 is a BASF Corporation Mid-Range Water-Reducing Admixture for concrete; and
That no calcium chloride or chloride based ingredient is used in the manufacture of PolyHeed 997; and
That PolyHeed 997, based on the chlorides originating from all the ingredients used in its manufacture, contributes
less than 0.00012 percent(1.2 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 PolyHeed 997 meets the requirements for a Type A, Water-Reducing Admixture, and Type F, Water-Reducing,
High Range Admixture specified in ASTM C 494, Corps of Engineers'CRD-C 87 and AASHTO M194, the Standard
Specifications for Chemical Admixtures for Concrete.
(Ra\o,„J Af--;36.41/4 41-
Richard Hubbard
Sr. Technical Marketing Specialist, BASF Corporation
BASF Corporation Master
23700 Chagrin Boulvard j j��
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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
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.
Richard Hubbard
Sr. Technical Marketing Specialist, BASF Corporation
BASF Corporation
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23700 Chagrin Boulvard Master
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216 Cleveland,39 7 00 OH 44122 Builders
216 839-7500 ph Builders
www.masterbuilders.com Admixture Solutions