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Park West Crossing-160428Submittal Transmittal Detailed, Grouped by Each Number Park West Crossing Phase e pnojev w 16-06-620 Potter Concrete, Ltd, Tel; 972-887-5600 Fax: 214-689-1066 Date: 4114)2016 - Reference Number: 0008 Transmitted To: Robin Povey Transmitted By- Stephan Irvin Structure Tone Potter Concrete, Ltd. sxzoWelborn Street u400sPioneer Dr. Suite 200 Irving, TX 75061 oonoo Texas 75e19 Tel: 972-887-5600 Te 1: Fax: 214-689-1066 ,ax: Due Date.' 1 ' Mix Designs 'noo mm 4128120 16 .. ' , � n�*ungwumbe, Approval Email 0001 1 Mix Design #80JI 1501 - Piers JT8 be reviewed bV Structural Enqineer 000u 1 Mix Design *nux1mw'Caps, Beams, Footings, Walls, & 0003 1 .......... JTo be reviewed by Structural Engineer 0004 1 Mix Design #1 E511501 - JTo be reviewed by Structural E Panels & Columns 0000 1 Mix Design *13upu»p^ omm , Mix Design #Iou1504' 'A ff Ri'101 MR s 9R����� STRUCTURE TONE SOUTHWEST, INC. ADExcem=NM Review of these shop drawings or submittals does not relieve the subcontractor of his responsibility for full AtEtt VM NM 9COMM compliance with the plans, specifications, and contract (3 KM M- - FESUW documents. Dimensions, quantities, errors, omissions, - 01 anUthe furnishing of all items required, whether shown on this drawing or not, shall remain the responsibility of the subcontractor. SUBMITTAL NO. 030000'003 Signed Date Prolog C0AIA4"hftd1 --- OVVT 04/25/16 p�°, REV|EVVED8YDATE___________ April 13, 2016 'to: Proiect: RE: Potter Concrete Ltd Park West Crossing PH Il - Coppcll Submittal Provisions F-,nclosed you will find the necessary submittal documents for the relbrenced project above for your review. +CONCRETE Redi-Mix Concrete, L LC a US Concrete Company The Technical Service Department 331 North Main St. Euless, TX 76039 Office: (817) 635A 100 RedimiXQC@Lls-concrete.com www.usconcreti3.com Redi-Mix's strength guarantee per ASTM C94 will riot be effective unless the field sampling, has been done per ASTM 0172 and AS'tM C.31 and the laboratory testing fully complies with ASTM C39 and ASTM 01077. Redi-Mix will also guarantee the strength performance of the mix designs submitted Ibr a concrete temperature between 557, and 951, provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes ol'batch time. This concrete tcmperaturc range shall not supersede any more restrictive temperature. specification. All concrete should be placed and cured with the appropriate ACi guidelines and recommendations for hol and cold weather concreting. Redi-NIlix cannot be responsible for non-conformance ofstrength if cynisders are not cured per ACI 301, section 1.6.3.2.d. I -lot ,weather concreting practices will require the purchaser to order ice and/or chilled water to meet concrete temperature specifications. The purchaser shall be responsible for precautions taken against excessive hind, heat anti low humidity per ACI 305 guidelines. 'rite purchaser shall assume responsibility for any concrete detects related to the finishing process (cracking, scaling, dusting, delamination, discoloration, etc.), which is beyond Redi-Mix's control. ,rhis includes proper preparation, compaction and wetting or subgrade as well as proper spacing and depth of joints and rebar. During periods of cold weather, all concrete surfaces should be protected from rreezing for at least the first 24 hours after placement to allow the concrete to attain a compressive strength of500 psi. Should the purchaser elect not to order temperature control measures, the purchaser shall then assume all liability for costs associated with rejected concrete due to non-compliant concrete temperature. According to ACi 304.28 Section 4.2.1 "Placing C.Onel'e'le by Pumping Methods". the Inside diameter of the hose should be a minimum of 3 times the maximum angular aggregate size orthe concrete. (ASTM C33 allows ff571-S to have up to 5% retained on the 1" sieve). it is recommended to minimize or eliminate the tree €'ail of concrete to avoid loss orair content. Depending on boom configurations, alterations to the mix design may be required. With regard to pumped concrete, the various boom configurations, length of hose, line reductions and free fail distance are beyond Redi-Mix's control and we therefore cannot be responsible for loss of air content or any costs assoeinted with either rejected A-esh concrete or the removal and replacement of hardened concrete due to non-compliant air- content resulting front this or- from placing concrete outside of the slump range specified on the mix design. We thank you ror allowing us to submit these documents Cor your review. Please copy Redi-Mix with the approved submittal. The approved submittal allows Redi-Mix to review am' notes. comments or exceptions made by the engineer or owner relating to the specification. Failure to notify us prior to first placement $111111 constitute acceptance of the submitter[ mix designs and submittal provisions. Please order by mix number when scheduling concrete delivery. We request that Redi-Mix be added to the list of names receiving copies of testing laboratory information for this project. AS'i'M C94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance. This intbrntation is anlother tool for Redi-Mix to review and monitor the quality and perronnance of the concrete product delivered. lit the event oflimited material availability, substitution ora similar performing materia[ may be required. All substituted materials will meet the appropriate ASTM requirements, In order to maintain the required unix volume, weights of individual materials may be varied to accommodate different material specific gravities. Material certifications Ibr substituted materials are available upon request. The information within this submittal is confidential and the exclusive property of ltedi-Mix. ll shall riot be disseminated to third parties without written permission from Redi-Mix Concrete. Please contact "Technical Services with any questions at (817) 835-4077. Rcsp cctlul€y, - � �,— Daniel Jemv Technical Services Manager DU MIX Date: 4/13/2016 Mix Number: 1OJ11504 Rnli•6ti¢ Concrete, I- P Strength: 3000 psi @ 28 days -• 13u KManlel Company Description: `�` �---fii 5 SK NR/NA lo>s,'fl 76039 Technical service Plant No.: 259 Dispach:(3171835-4020 Customer: Potter Concrete Ltd E-mail Project: Park West Crossing PH II - Coppell w.nmsrnncreta �0tlt Usage: Caps, Beams, Footings, Walls & Sidewalks ASTM 0494 A&D NRWR/B&D NRWR Retarder BASF Pozzolith322 / MasterSet R 300 Saturated Surface Dry Weights Per Cubic Yard Material Source Quantic Vol ftA3 ASTM C150 Type I/il Cement Martin Marietta, Midlothian 470 Ib 2.39 0 0.00 ASTM C33 No. 57 LS Martin Marietta, Chico 1825 Ib 11.21 ASTM C33 Fine Aggregate Redi-Mix Concrete 1355 Ib 8.32 ASTM 0494 A&D NRWR/B&D NRWR Retarder BASF Pozzolith322 / MasterSet R 300 0-5 oz/cwt ASTM C260 Air Entrainment BASF MasterAir AE90/*Fritz SuperAir Plus 0-4 oz/cwt 1.08 ASTM C94 Water 30 gal 4,00 Total Volume: 27.00 V/ Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.50% w Wet Unit Weight: 144.4 lb/ ft^3 Design w/(c+p) ratio: 0,53 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. EFT.rhnology- "Your Project, Our World" Notes: Please make sure that redimixgc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. *Air Entrainment may be adjusted using Fritz Super Air Plus This mix has been designed to meet the requirements of this project based on the information sent to Redt•mlx Concrete It is the responsibility of the purchaser to determine whether this mix design meets project specifications and Is appropriate for the anticipated environment conditions. The specified strength guarantee per ASTM C94 will not be effective unless field samplmg has been done per ASTM C172 and ASTM C31 and the laboratory fully compiles with ASTM C39 and ASTM Cto77. In the event of limited material avatiability, substitution of a similar performing material may be required All substituted materials will meet the appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate differoni material specific gravities. Material certifications for substituted materials are available upon request. All Redi•Mix Concrete mix designs aro propretary and confidential. The information contained In this submittal is only intended for parties associated with this project to validate the rnx design materials properties and its performance Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited - HISTORICAL DATA FOR MIX# 10711504 MAX 84 81 5.00 4080 5280 4.9 MIN 63 59 3.50 2710 3853 2.8 No. 4 5 5 5 5 5 MEAN 73 72 4.20 3442 4381 4.1 SD 9.0 8.0 0.57 558 578 0.8 COV'/6 12.3 11.1 13.6 16.2 13.2 19.2 DATE CONC AIR 7D 28D Air YY -MM -DD I TEMP TEMP SLMP STR. STR. 2015-03-17 72 75 3.50 3050 3903 4.2 2015-03-17 72 75 4.00 2710 3853 4.5 2015-07-14 81 4.00 4080 5280 4.9 2015-08-24 84 72 5.00 3560 4523 2.8 2015-11-24 I 63 59 4.50 3810 4345 4.2 ACI -318 5.3.2.2 3000 PSI + 1200 PSI OVERDESIGN = 4200 PSI AVERAGE MEAN THIS MIX 4381 PSI WHICH EXCEEDS REQUIRED OVERDESIGN. Page 1 Material Source nIRDI-MM Date: 4/13/2016 Martin Marietta, Midlothian Mix Number: 1E511501 0 licdi :Mtz C'onerete, k..l' Strength: 4000 psi @ 28 days A t7S-Concrete Company 11.21 ASTM C33 Fine Aggregate 331 N.Nhin St Description: 0,45 W/(C+P) NR/EA I:hniicilS_39 Plant No.: 259 T�hnical Scn'iCe r>,rsi5tsii>sas-aoau Customer: Potter Concrete Ltd is mail: rcdim ttC!!u5•rOnCmte wm Project: Park West Crossing PH II - Coppell u ylt �Sla[mty rnnr Usage: Panels & Columns Total Volume: Saturated Surface Dry Weights Per Cubic Yard Material Source Quantity Vol ft^3 ASTM C150 Type 1/11 Cement Martin Marietta, Midlothian 575 Ib 2.93 0 0,00 ASTM C33 No. 57 LS Martin Marietta, Chico 1825 Ib 11.21 ASTM C33 Fine Aggregate Redi-Mix Concrete 1356 Ib 8.33 ASTM C494 A&D NRWR/B&D NRWR Retarder BASF Pozzolith322 / MasterSet R 300 0-5 oz/cwt Entrapped Air 0.41 ASTM C94 Water 31 gal 4,14 Total Volume: 27.00 Specified Slump 4 +/- 1" Specified Air Percent: 0-6% Wet Unit Weight: 148.7 Ib/ft^3 Design w/(c+p) ratio: 0.45 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. EF,hnielcigy- "Your Project, Our World" Notes: Please make sure that redimixgc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. This mix has been designed to met the requirements of this project based on the information sent to Redi-mix Concrete It is the responsibility of the purchasor to dolemtine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C 172 and ASTM C31 and the laboratory hilly complies with ASTM C39 and ASTM C1077 In the event of limited material avaliability, substitution of a similar performing material may be required, All substituted materiels will meet the appropriate ASTM requirements In order to maintain the required mix volume, weights of individual materials may be varied to accommodate different material specific gravities Material certifications for substituted materials are available upon request. All Rech -Mix Concrete mix designs are proprietary and conridentiel The allormaUon contained In this Submittal is only intended for paries associated with this project to validate the nix design materials,, properties and its performance Use of this submittal for olher purposes without permission or consent from Redl-Mix Concrete is strictly prohibited Historical Data for Mix# 1E511501 MAX 1 93 88 5.00 5500 6920 MIN 1 54 36 3.00 2290 4305 NO. 30 30 30 28 30 MEANT 73 64 4.35 4406 5684 SD [ 9.0 12.0 0.61 661 608 COW 12.3 18.8 14.0 15.0 10.7 DATE CONC AIR 7D 28D YY -MM -DD TEMP TEMP SLMP STR. STR. 2015-10-13 1 93 88 4.00 3760 4810 2015-10-16 1 79 66 3.75 5500 6723 2015-10-19 ! 82 73 4.25 3600 4305 2015-10-22 [ 82 68 4.50 4040 5450 2015-10-26 1 72 61 5.00 4590 5793 2015-10-26 1 72 64 5.00 4390 5240 2015-10-26 1 81 73 4.25 4650 5283 2015-10-26 I 82 75 5.00 4070 5310 2015-10-26 I 81 73 4.75 3920 5577 2015-10-26 1 81 72 4.50 4240 5583 2015-10-26 1 79 70 4.25 4490 5083 2015-11-04 j 86 81 3.50 4270 5570 2015-11-20 I 70 63 4.50 5455 2015-11-24 72 64 3.25 5140 6920 2015-12-02 70 61 4.00 6490 2015-12-07 70 64 5.00 4450 5610 2015-12-07 63 37 4.75 4150 5275 2015-12-11 73 70 5.00 5090 6060 2015-12-11 73 72 4.50 5480 6743 2015-12-21 72 70 5.00 4460 5570 2015-12-23 81 75 4.50 4870 5747 2016-01-07 64 48 4.50 5310 6917 2016-01-07 64 55 5.00 4140 5403 2016-01-12 57 57 5.00 4440 5860 2016-01-15 61 39 5.00 4060 5847 2016-02-05 55 36 3.50 4590 5725 2016-02-08 54 45 4.00 2290 5885 2016-02-15 64 61 4.00 3880 5235 2016-02-17 70 63 3.25 5210 5093 2016-02-19 = 73 68 3.00 4280 5945 Page 1 nrDI—MLX Date: 4/13/2016 Mix Number: 135P25P4 Quantity Vol ft^3 ASTM C150 Type 1/11 Cement Rcdi-Mix l'rnicrcic, 1.1' Strength: 350 psi @ 28 days A U-S-ConjewCompariy 331 \ Ruin St Description: 3500 PSI NR/NA ru4ss.'I'N 76039 Technical Service Plant No.: 259 1111isixilchf i )SIS -4020 Customer: Potter Concrete LtdlgJp f>mnil: )LyygLNISSO N19 --four Project: Park West Crossing PH II - Coppell 1 Y?:^S� z�44E FitiF1'Sf 121 Usage: Paving & Curbs ASTM C260 Air Entrainment Saturated Surface Dry Weights Per Cubic Yard 0-4 oz/cwt Material Source Quantity Vol ft^3 ASTM C150 Type 1/11 Cement Martin Marietta, Midlothian 470 Ib 2.39 0 0.00 ASTM C33 No. 57 LS Martin Marietta, Chico 1825 Ib 11.21 ASTM C33 Fine Aggregate Redi-Mix Concrete 1355 1b 8.32 ASTM C494 A&D NRWR/B&I] NRWR Retarder BASF Pozzolith322 / MasterSet R 300 0-5 oz/cwt ASTM C260 Air Entrainment BASF MasterAir AE90/*Fritz Super -Air Plus 0-4 oz/cwt 1.08 ASTM C94 Water 30 gal 4.00 Total Volume: 27.00 Specified Slump 4 +/- 1" ✓ Specified Air Percent: 4.5 +/- 1.59% f Wet Unit Weight: 144.4 lb/ft^3 Design w/(c+p) ratio: 0.53 he use of an EF Technology mix design will reduce the amount of CO2 ntering the atmosphere, thereby reducing potential global warming. FT.�h,!P;Maur Project, Our World" Notes: Please make sure that redlmixgc@us-concrete.com Is on the list to receive break: reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. *Air Entrainment may be adjusted using Fritz Super Air Plus This mfx has rice" deaiom to meel the rowiramanls of the profael based on the Inldrmanon 54301 to Red1•mx Concrole It is the rasponsibilily oS Iha purchosct to ftlerrnr"e whather INs MX design nfaat9 project spocifrcatians and 15 approprialo for the anldeipalod anvirortinasnt cdndilions. Tho bp0cthed strength 9tfarameo par ASTM C94 wit not be effective unless lield samplOg has boon dome per ASTM 0172 and ASTM C31 and me laboratory Tully complies with ASTM C39 and ASTM 01077 In Iha oven) of dYnYled malcnME avahablGty Si�M1adWlia" df a 51r MlOf parfonAiN malarial AMY Ire required. AN substift4o m6tcnels will meet the approp"frle ASTMrequirements, In order to maintain the regtdred mix velums. WeIgNs. of irxtviwal rNionals may be varied to aacom rx oate d,f tont mal.orlal specific gfavllies Matonol cerof".Tions for subshtuied mat hr r aro avaliable upon rogudst. All Redi-Mix Concrete mix designs are proprietary and confidential The information contained in this submittal is only inlelldad for parties w3ocleted with this protect to validate the mix cosign materials. properties and its performance- Use of this submillat for other purposes without permission or consent Iram Redt-Mix Concrete is strictly prohibited Historical Data for MIX# 135P25P4 MAX MIN NO. MEANI SD COV%j DATE YY -MM -DD i 90 I 52 j 29 61 1 8.0 13.1 CONC TEMP 82 5.00 30 3.25 30 30 45 4.33 14.0 0.45 31.1 10.3 AIR TEMP SLMP 5740 2710 26 4691 744 15.9 7D STR. 6473 3853 30 5465 759 13.9 28D STR. S.1 3.3 30 4.1 0.5 13.2 Air 201.4-10-27 90 82 4.50 4020 4747 4.2 2014-11-14 54 30 4.7S 5010 5387 4.5 2014-11-14 52 32 4.50 4320 5090 4.9 2014-11-14 34 5.00 4740 5313 5.1 2014-11-14 55 37 4.00 4670 5740 4.6 2014-11-14 57 37 4.50 5740 6473 4.8 2014-11-19 54 36 3.25 5350 6310 3.9 2014-11-19 52 37 4.00 4920 6257 3.6 2014-11-19 55 34 4.00 4220 5297 3.3 2014-11-19 54 37 4.25 4110 5400 3.6 2014-11-19 57 43 4.25 5310 6253 3.6 2014-11-20 66 43 5.00 4970 4.5 2014-11-20 61 45 4.50 4550 3.7 2014-11-20 70 57 4.75 4290 3.5 2014-11-20 70 64 4.50 4703 3.4 2014-11-24 I 57 54 4.50 3330 4393 4.2 2014-11-25 p 57 37 4.00 4920 5977 4.2 2014-11-25 I 59 39 4.25 5000 6053 4.6 2014-11-25 I 59 46 4.50 5220 5917 4.7 2014-11-25 57 45 4.00 4640 5280 4.4 2014-11-2S 61 57 4.00 4980 6077 4.6 2014-12-01 59 36 4.00 5040 6337 3.7 2014-12-01 57 36 4.00 5090 5597 3.5 2014-12-01 J 57 36 4.50 5230 5870 3.8 2014-12-01 61 37 5.00 5290 6393 3.5 2014-12-01 63 36 5.00 5290 6077 3.3 2014-12-01 61 39 5.00 4510 5417 3.5 2014-12-09 61 45 4.00 5250 6027 3.7 2015-03-17 72 75 3.50 3050 3903 4.2 2015-03-17 72 75 4.00 2710 3853 4.5 Page 1 REDI—MLX Date: 4/13/2016 Mix Number: 101_11504 Quantity Vol ftA3 ASTM C150 Type E/II Cement Rerli-!1-lix C.onacic, I, P Strength: 4000,/ psi @ 28 days A Us-conctow Compam• '31NMamSt Description: 6 SK NR/NA l:u ZaicaX7G039 Tcchniwt Sen•icc: Plant No,: 259 DS; �eh:(s 17)835-1020 Customer: Potter Concrete Ltd l:-rnml. �artimixgy@"-concretecain Project: Park West Crossing PN TI - Coppell wwwlla-caner lecops Usage: Approaches ASTM C260 Air Entrainment Saturated Surface Dry Weights Per Cubic Yard 0-4 oz/cwt Material Source Quantity Vol ftA3 ASTM C150 Type E/II Cement Martin Marietta, Midlothian 564 Ib 2.87 0 0,00 ASTM C33 No. 57 LS Martin Marietta, Chico 1825 lb 11.21 ASTM C33 Fine Aggregate Redi-Mix Concrete 1277 lb 7.84 ASTM C494 A&D NRWR/B&D NRWR Retarder BASF Pozzolith322 / MasterSet R 300 0-5 oz/cwt ASTM C260 Air Entrainment BASF MasterAir AE90/*Fritz Super-Ajr Plus 0-4 oz/cwt 1.08 ASTM C94 Water 30 gal 4.00 Total Volume: 27.00 Specified Slump 4 +/- 1" -"' Specified Air Percent: 4.5 +/- 1.5% Wet Unit Weight: 145.0 lb/ft^3 Design w/(c+p) ratio: 0.44 he use of an EF Technology mix design will reduce the amount of CO2 ntering the atmosphere, thereby reducing potential global warming. FT.,,,.!P'YDur Project, Our World" Notes: Please make sure that red imixgc@us- concrete, com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement, *Air Entrainment may be adjusted using Fritz Super Air Plus This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete. It is the responsibility of the purchaser to delenline whether this mix design meets project specifications and is appropdalo for the anticipated environment conditions T he specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laberalory fully complies with ASTM C39 and .OSTM C1077 in the event of limited material avaliability, substitution of a surular parlorrtung material maybe required All substituted materials will meet the appropriate AST M requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate diflarenl malarial specific gravities Material certifications for substituted materials are avali able upon request All Redl-Mix Concrete mix designs are proprietary and confidential The information contained in this submittal is only intended for parties associated with Ibis project to validate the mix design materials, properties and its performance. Use of this submittal for other purposes without permission or consent train Redl-Mix Concrete is strictly prohibited - Historical Data for Mix# 1OL11504 MAX MIN NO. MEAN 5D COV% DATE YY -MM -DD 88 j S2 30 74 11.0 14.9 CONC TEMP 81 5.00 32 3.50 30 30 63 4.54 13.0 0.42 20.6 9.3 AIR TEMP SLMP 6930 3610 27 4888 765 15.7 7D STR. 7583 4603 30 5769 810 14.0 28D 5TR, 5.6 3.0 30 4.1 0.7 17.5 Air % 2014-10-31 79 55 4.50 4190 5090 5.1 2014-10-31 79 64 4.50 4930 6477 4.3 2014-11-18 61 55 4.50 6020 6883 3.7 2014-12-16 66 46 4.25 5150 6383 4.8 2014-12-16 64 52 4.00 6600 7583 3.0 2014-12-16 j 70 50 4.75 4140 5447 4.5 2015-01-12 52 43 4.75 4603 4.6 2015-01-12 52 43 4.75 4603 4.6 2015-02-05 55 32 4.25 6930 7413 3.8 2015-02-19 57 54 5.00 4130 4937 3.6 2015-03-11 63 52 3.50 5140 7480 4.4 2015-03-17 81 77 5.00 4580 5513 5.4 2015-04-07 84 73 5.00 5160 6110 3.1 2015-04-08 75 68 5.00 4863 3.9 2015-04-21 79 57 4.25 4750 5233 3.2 2015-04-22 81 75 4.50 4190 5260 3.5 2015-04-27 72 81 4.75 5330 6053 4.2 2015-04-30 72 61 4.00 4820 6313 3.9 2015-04-30 72 61 4.25 4860 5773 3.5 2015-04-30 84 75 4.25 4390 5620 3.7 2015-04-30 82 79 5.00 4930 5507 4.3 2015 -OS -01 70 61 5.00 3610 4793 4.0 2015-05-05 75 70 4.75 4360 5447 5.1 2015 -OS -05 79 70 5.00 4470 5560 5.6 2015-05-05 77 64 4.00 5460 6247 4.9 2015-05-15 84 68 4.00 4780 5743 3.5 2015-05-15 86 73 5.00 4750 5657 3.6 2015-05-15 I 88 73 5.00 4150 5077 3.1 2015-05-15 I 88 73 4.00 4410 5403 3.2 2015-05-20 j 81 77 4.75 5750 6007 4.1 Page 1 Mq�tin �li�'IPL�C3 Plant: Midlothian Cement 245 Ward Rd. Midlothian, TX 76065 Bin Number: Car Number: Tons: Sam le Date: February -20116 Monthly Average A Not Applicable. El Adjusted for limestone per A1.6 We Certify that the above described cement, at the time of shipment meets the chemical and physical requirements of ASTM C - 150 specification. Signature: Title: Quality Services Manager Date: 319116 SPECIFICATIONS Portland Cement Type 1/11 (Low Alkali) A.S.T.M C150-12 Spec. Test Limit Result 12 max 8 280 min 384 420 max 0.80 max -0.01 45 min 94 375 max 94 12.0 min 28.0 19.0 min 33.0 1740 min 4061 2760 min 4829 Spec. Test Chemical Requirements: Limit Result Physical Requirements: SiO2, (%) A 19.9 Air Content, Volume, (%) Al2O3, (%) 6.0 max 4.3 Average Fineness (Blaine), (m2/kg) Fe2O3, (%) 6.0 max 3.4 CaO, (%) A 64.2 MgO, (%) 6.0 max 1.4 Autoclave Expansion, S03.(%) 3.0 max 2.8 Loss on Ignition, (%) 3.0 max 2.1 Time of Setting: Insoluble Residue, (%) 0.75 max 0.47 Vicat initial,set, minutes CO2, (%) A 1.3 Limestone, (%} 5.0 max 3.3 CaCO3 in limestone, (%) 70 min 89 Compressive strengths, (Mpa) 3 days 7 days Potential phase composition, (%):a Compressive strengths, (psi) C3S A 64 3 days C2S A 9 7 days C3A 8 Max 6 C4AF A 10 C3S + 4.75(C3A) 100 max 90 Spec. Test Optional Chemical Requirements: Limit Result Total Alkalies (Na2O equiv.), (%) 0.60 max 0.54 A Not Applicable. El Adjusted for limestone per A1.6 We Certify that the above described cement, at the time of shipment meets the chemical and physical requirements of ASTM C - 150 specification. Signature: Title: Quality Services Manager Date: 319116 SPECIFICATIONS Portland Cement Type 1/11 (Low Alkali) A.S.T.M C150-12 Spec. Test Limit Result 12 max 8 280 min 384 420 max 0.80 max -0.01 45 min 94 375 max 94 12.0 min 28.0 19.0 min 33.0 1740 min 4061 2760 min 4829 /A Martin Marietta Chico Quarry 856 FM 2952 Chico, TX 76431 940-644-2759 Plant 54501 -Chico Quarry Signature Product 2579457 Conc Agg Name/Title Ben Jones / Senior Qa/Qc Technician Period: 10/01/2015-03/07/2016 Report Date 03/07/2016 Procedure Sieveffest Result Unit ASTM 57 1 112" (37.5mm) 100.0 % 100-100 1" (25mm) 97.5 % 95-100 3/4" (19ntm) 80.7 % 2.698 1/2" (12.5mm) 46.1 % 25-60 3/8" (9.5mm) 277 % Unit Wt (Loose) #4 (4.75mm) 5.9 % 0-10 #8 (2.36mm) 1.6 % 0-5 Pan 0.00 % Acid Insoluble Residue StonemontQC <1.5 <18 LA Abrasion (6,500) 265 % SPGR (Dry,Gsb) 2.588 SPGR (SSD) 2.629 SPGR (Apparent.Gsa) 2.698 C117 Wash Loss (#200/75um) 0.9 % C127 Absorption 1.6 % C29 Unit Wt (Loose) 92.6 C29 Unit Wt (Rodded) 986 C88 Soundness (MgSO4) 12.7 % Tex 461A Micro•Deval (Conc) 17 % Tex 612-J Acid Insoluble Residue 12.50 % StonemontQC <1.5 <18 CONCRETE usgRl , 0NCRE-T' REDI-MIX TECHNICAL SERVICES LABORATORY SIEVE ANALYSIS RESULTS Plant: REDI-MIX CONCRETE, Plant 259 Product: Fine Aggregate, ASTM C33 Section 5.1 Date Sampled: 2115116 Date Tested: 2/17/15 Tested by: JAS Percentage ASTM SPEC'S TX -DOT SPECS Sieve mm %Ref %Pass - - 1112 38.10 0 100 - - 1 25.40 0 100 3/4" 19.00 0 100 100 100 112" 12.70 0 100 100 100 3/8" 9.51 0 100 100 100 #4 4.76 3 97 95-100 95-100 #8 2.38 16 84 80-100 80-100 #16 1.19 31 69 50-85 50-85 #30 0.60 53 47 25-60 25-65 #50 0.30 90 10 05-30 10-35 #100 0.15 98 2 0-10 0-10 Pan 100 0 - - #200 (Decant) F.M. 0.70 - 2.9 1 0-3 2.3-3.1 0.3 2.3-3.1 ASS % 1.6 S.G. 2.61 Dry Rodded Weighs (Ibs.) 307.60 Tex 203F S.E% Voids Tex 408A Organic Impurities Lighter Than Standard Tex 413A % Deleterious 0% _3>11_41 Technical Services Manager ll .11 ,sBA5-F We create chemistry January 6, 2016 Certificate of Conformance MasterSe* R 300 Admixture formerly Pozzolith 30OR BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga )SS Before me, a Notary Public, in and for the aforesaid Slate and County, personally appeared Richard Hubbard III, who being duly sworn, deposes and says: That he is a Sr. Technical Specialist for BASF Corporation in Cleveland, Ohio; and That MasterSet R 300 admixture is manufactured by BAST= Construction Chemicals; and That MasterSet R 300 admixture and Pozzolith 30OR admixture are the same product having identical composition, differing only in designation; and That MasterSet R 300 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0002 percent (2.0 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 MasterSet R 300 admixture meets the requirements for a Type B, Retarding, and Type D, Water -Reducing and Retarding Admixture specified in ASTM C 494/C 494M, the Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers' CRD -C 87, and AASHTO M194. 4f4AT-Ti10AMRtf17TTiV.IIf BASF Corporation — Admixture Systems a14�r F s � t�`scribed and sworn to before me 691 day of January, 2016 . , Charlene R. Manda Notary Public. State of Ohio My Commission Expires November 4, 2016 Recorded in Summit County BASF Corporation Construction Chemicals 23700 Chagrin Boulevard Cleveland, Ohio 44122 Telephone(216)$39-7500 MASTER" A>SUILDERS 0 w BANE We create chemistry January 6, 2016 Certificate of Conformance MasterPozzolith@ 322 Admixture formerly Pozzolith 322 N BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga )SS Before me, a Notary Public, in and for the aforesaid State and County, personally appeared Richard Hubbard 111, who being duly sworn, deposes and says; That he is a Sr_ Technical Specialist for BASF Corporation in Cleveland, Ohio; and That MasterPozzolith 322 admixture Is manufactured by BASF Corporation —Admixture Systems; and That MasterPozzolith 322 and Pozzolith 322 N admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPozzolith 322 admixture; and That MasterPozzolith 322 admixture, 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 MasterPozzolith 322 admixture meets the requirements for a Type A, Water Reducing, Type B, Retarding, and Type D, Water Reducing and Retarding Admixture specified in ASTM C4941C494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements for Type A, Type B and Type D admixtures as specified in Corps of Engineers' CRD -C 87. - t O,irt)scribed and sworn to efore me the 6tt1,day of January, _016 " Cha ene R. Mandat Notary Public, State of Ohio My Commission Expires November 4, 2016 Recorded In Summit County BASF Corporation Construction Chemicals 23700 Chagrin Boulevard Cleveland, Ohio 44122 Telephone (216) 839-7500 Richard Hubbard III BASF Corporation - Admixture Systems MASTER" >> BUILDERS We create chemistry January 6, 2016 Certificate of Conformance MasterAir(D AE 90 Admixture formerly MB AE 90 BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio } County of Cuyahoga ) ss Before me, a Notary Public, in and for the aforesaid Stale and County, personally appeared Richard Hubbard III, who being duly sworn, deposes and says: That he is a Sr, Technical Specialist for BASF Corporation in Cleveland, Ohio; and That MasterAir AE 90 admixture is manufactured by BASF Corporation — Admixture Systems; and That MasterAir AE 90 admixture and MB AE 90 admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAir AE 90 admixture; and That MasterAir AE 90 admixture, 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 MasterAir AE 90 admixture meets the requirements of ASTM C 260, the Standard Specifications for Air -Entraining Admixtures for Concrete, as well as the requirements for air -entraining admixtures as specified in Corps of Engineers CRD -C 13 and AASHTO M154. Charlene R. Mandat Notary Public, State of Ohio My Commission Expires November 4, 2016 Recorded in Summit County BASF Corporation Construction Chemicals 23700 Chagrin Boulevard Cleveland, Ohio 44122 Telephone (216) 839-7500 Richard Hubbard til BASF Corporation - Admixture Systems MMS 1 ERC 4%2" Dosage of a Super Air Plus By total weight Air G O N C R E T E A O M f X T U R E 9 AIR ENTRAINING ADMIXTURE ADVANTAGES • Reduces amount of concrete rejected due to low entrained air content • Super Air Pius is a premeasured dry material and will not freeze • Easily transported and dispensed • Improves concrete workability • Addition of SuperAir Plus will not affect the water/cement ratio • Entrained air content may be easily adjusted prior to job site testing • SuperAir Plus is packaged in water-soluble Fritz - Pak inner bags for convenient use at plant or job s ite. DESCRIPTION Fritz -Pak Super Air Plus is a dry powdered admix- ture, packaged in patented ready -to -use water-sol- uble bags or in bulk (50 Ib bags). Super Air Plus is recommended for all types of air entrained concrete when an increase in entrained air content is neces- sary. SuperAir Plus may also be used as a primary air -entraining admixture. Super Air Plus is compat- ible with all standard concrete admixtures. DIRECTIONS 1. If entrained air content is below the specified level, determine which Air Plus product is required. (See Recommended Dosage Rate). 2. Each Super Air Plus package is double bagged. Removethe protective outer bag and add thewater- soluble Fritz -Pak inner bag to plastic concrete. The entire inner bag will easily dissolve. 3. Mix at high speed for 5 to 7 minutes to insure that the Super Air Plus is uniformly dispersed throughout the mix. 4. If entrained air content remains below specified levels, more SuperAir Plus may be added. RECOMMENDED DOSAGE RATE FOR CONCRETE: SuperAir Plus. For larger increases in entrained air content, use one 8 -oz bag (227 g) of Super Air Plus to increase the entrained air content for a full load of concrete by '/ to 2%. For use as a primary air - entraining admixture, a Super Air Plus dosage rate of 0.25 to 1.25 oz./cwt. (0.15 to 0.80 g/kg) is recom- mended to'achieve 5 to 7% entrained air content. Cementitious content, concrete temperature, ambi- ent temperature or concrete mixes containing ac- celerators, retarders, or special admixtures such as superplasticizers or silica fume may require dosage rates outside the recommended range. Contact your Fritz -Pak distributor with any questions concerning the dosage rates for these products. It is recom- mended that testing be done to determine the suit- ability of SuperAir Plus to your mix designs. FOR ONE YARD TRAILER MIXERS: Use specially packaged product in 4 oz. water-solu- ble bags. (Item #95661). FOR MORTARS AND DRY BLENDED PRODUCTS: SuperAir Plus can be used as an air entraining agent for the production of mortars and other dry blended materials. Up to 16% air entrainment can be obtained with Super Air Plus. Air contents vary considerably depending on the materials used. Use the following table as a guideline: COMPATIBILITY Super Air Plus is compatible with all air -entraining admixtures, calcium chloride and other admixtures. When used with other admixtures, each one must be dispensed separately into the mix. APPLICABLE STANDARDS SuperAir Plus meets ASTM C-260, AASHTO M-154 & CRD C-13 specifications PACKAGING • 8 -oz. (227 grams) water soluble bag, 60 bags per case, 35 cases per pallet (item #95664) • 50 -Ib paper bag, 40 bags per pallet (item #95667) Fritz -Pak Corporation • Mesquite, TX USA • Tel: 214-221-9494 • Fax: 214-349-3182 • www.fritzpak.com Product Bulletin #124 43 Dosage of Desired Super Air Plus By total weight Air By weight of of blend Content cement 5-7% 0.25-1.25 oz/cwt 0.9-4.5 oz/ton 0.15-0.80 g/kg 28-141 g/MT 1.0-4.0 oz/cwt 5.0-12.0 oz/ton 7-10% 0.63-2.5 g/k 156-375 /MT 4.0-6.0 oz/cwt 14.0-22.0 oz/ton 10-15% 2.5-3.75 g/kg 438-688 g/MT COMPATIBILITY Super Air Plus is compatible with all air -entraining admixtures, calcium chloride and other admixtures. When used with other admixtures, each one must be dispensed separately into the mix. APPLICABLE STANDARDS SuperAir Plus meets ASTM C-260, AASHTO M-154 & CRD C-13 specifications PACKAGING • 8 -oz. (227 grams) water soluble bag, 60 bags per case, 35 cases per pallet (item #95664) • 50 -Ib paper bag, 40 bags per pallet (item #95667) Fritz -Pak Corporation • Mesquite, TX USA • Tel: 214-221-9494 • Fax: 214-349-3182 • www.fritzpak.com Product Bulletin #124 43 r w C O A 0 M I X T U R E S 4-o AIR ENTRAINING ADMIXTURE cases per pallet (item #95661) FAQs Q. What does increased air content do to concrete? A. It increases its durability by making it more resistant to damage from freezing. Q. What is the raw material used in the production of Super Air Plus? A. Vinsol Resin, a natural air entrainer. Q. Are these products compatible with synthetic air entrainers? A- Yes. Additionally the spacing and size of air bubbles is improved when natural air entrainers are used to correct synthetic air entrainers- Q. Can they be used in dry -blended materials like mortars and stuccos? A. Yes. See the recommended dosage rate chart. Q. Are Super Air Plus and Air Plus effective in concrete with fly ash containing high levels of organic compounds (i.e. high LOI)? A. Yes. Natural air entrainers are more effective than synthetic air entrainers. Q. Can I add Super Air Plus or Air Plus to water to make a liquid admixture? A. No. Some of the components will only dissolve under special conditions of temperature and pH. Q. Will it change the set time? Q. How long have the products been in the A. No, it will not speed or slow the set. market? A. Since 1992. Q. What standards does Super Air Plus meet? A. They meet ASTM C-260, AASHTO M-154 and CRD C-13 standards Q. Will it affect the strength of my concrete? A. It will not significantly change strength, and it will increase durability. Q. What is the difference between Super Air Pius and Air Plus? A. Super Air Plus has twice the concentration of the active ingredient of Air Plus. Q. Which product should I use, Air Plus or Super Air Plus? A. Air Plus should be used by concrete producers who have very consistent quality in their supply of raw materials, thus only needing small corrections of air. Concrete producers that have variation in their quality of raw materials normally experience wider fluctuations in air content and should consider using Super Air Plus. PRECAUTIONS All Fritz -Pak Concrete Admixtures should be stored in a dry location, protected from breakage, deterioration and contamination. They are not subject to damage from freezing temperatures. WARRANTY The information and recommendations in this publication are, to the best of our knowledge, reliable. Suggestions made concerning uses or applications are only the opinion of Fritz -Pak Corporation and us- ers should make their own tests to determine the suitability of these products for their own particular purposes. Because of numerous factors affecting results, Fritz -Pak Corporation makes no warranty of any kind, expressed or Implied, including those of merchantability and fitness for purpose. Statements herein, therefore, should not be construed as representations or warranties. The responsibility of Fritz -Pak Corporation for claims arising out of breach of warranty, negligence, strict liability, or otherwise are limited to the purchase price of the materials. U.S. Patents No. 4,961,790 and No. 5,120,367 © 2009 Fritz -Pak Corporation Fritz -Pak Corporation • Mesquite, TX USA - Tet: 214-221-9494 •l=ax: 214-349-3182 • www,fritzpak.com Product Bulletin #124 44