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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