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05/04/2016 JRF REMODELING INC. PROJECT: 10830 SW GREENBURG RD The enclosed concrete mix designs are being submitted for use on the above project. All mix designs are designed based on specification information provided. These mix designs will be produced in conformance with applicable codes and specification and shall be tested in accordance with ASTM,AASHTO,ODOT and/or WSDOT procedures. ASTM C94 Section 4.6 states"...The purchaser shall ensure that the manufacturer is provided copies of all reports of tests performed on concrete samples...Reports shall be provided on a timely basis."In accordance with the specification,approval of these mix designs carries with it CalPortland's inclusion on the distribution list for all concrete test reports. ACI 301 16.7.4.3 states"to facilitate testing and inspection,the contractor shall provide and maintain for the sole use of the testing agency adequate facilities for safe storage and proper curing of concrete test specimens on the project site for the first 24 hours as required by ASTM C31." CalPortland does not guarantee field cured cylinders. Proper curing for early strength is the responsibility of the contractor. The cement used on this project will conform to ASTM C150,AASHTO M85,and are approved per ODOT and/or WSDOT Standard Specifications. Pozzolanic materials used on this project will conform to ASTM C618,AASHTO M295,and are approved per ODOT and/or WSDOT Standard Specifications. Ground Granulated Blast Furnace Slag used on this project will conform to ASTM C989,AASHTO M302,and are approved per ODOT and/or WSDOT Standard Specifications. Aggregates used on this project will conform to ASTM C33 and are approved per ODOT and/or WSDOT Standard Specifications. Air-entrainment used on this project will conform to ASTM C260 and are approved per ODOT and/or WSDOT Standard Specifications. All other chemical admixtures used on this project will conform to ASTM C494 and are approved per ODOT and/or WSDOT Standard Specifications. When ordering concrete,it is the customer's responsibility to order the approved mix number for the project and application. When ice,hot water,accelerator, retarder,or high-range water reducer is needed to meet project specifications,it is the contractor's responsibility and cost to order the proper materials. CalPortland mix designs(strength,slump,air,and unit weight)are based on testing at the truck discharge per ASTM standards. CalPortland will not be responsible for these plastic and hardened qualities due to pumping or other methods of conveying. If you have any questions please contact,Greg Hendrix at in our Technical Services Department. Concrete Design Submittal Summary 05/04/2016 To: JRF REMODELING INC. RE: 10830 SW GREENBURG RD Thank you for the opportunity to provide materials for this project. The mixes chosen for this submittal were based on the documents provided by and conversations had with the requesting party. The mixes below have been included with this submittal for your review: Mix Use Slump Air W/CM 1234FS FOOTINGS 6"+/-1" 5%+/-1.5% 0.49 3500 PSI @28 DAYS 1"AGGERGATE Concrete mix designs are submitted to meet project specifications. Acceptable material performance is based on proper testing and protection of concrete and concrete samples.Concrete mix design ingredients may be adjusted to maintain yield,consistency and performance. Similar materials,with proven performance, may be substituted at the supplier's discretion. Concrete will be batched in accordance with the applicable portions of the ASTM C94 standards unless otherwise agreed upon. Additional Project Submittal Information: Sincerely, Greg Hendrix ghendrix@calportland.com This submittal contains proprietary,confidential,and legally privileged information.Disclosure,copying,and distribution without express written permission are strictly prohibited. Hillsboro C L? TL Concrete Mix Submittal 01 ..< .. ^ ;� WQatton Submittal Name 10830 SW GREENBURG RD Mix ID 1234FS Date Submitted 05/04/2016 Mix Name 3500 PSI @28 DAYS 1"AGGERGATE Customer JRF REMODELING INC. Compressive Strength(fc) 3500 psi @ 28 Days Project Name 10830 SW GREENBURG RD Flexural Strength(fs) Contract ID Aggregate Nominal Size 1"(25mm) Project Location Air Entrained Q✓ Use FOOTINGS Mix Properties.. Slump 6"+/-1" Sack Content 5.65 94 lb/sack Total Mass 3899.7 lb Air 5%+/-1.5% Total Water 31.17 gal Total Volume 27.00 ft3 W/CM Ratio 0.49 Water/Sack 5.52 gal Unit Weight 144.43 lb/ft3 Group Material Description Supplier Specific Mass Volume Gravity lb ft3 Cement Portland Type I/II CalPortland 3.15 466 2.371 CEMENT Additive Slag Ash Grove 2.89 65 0.360 DURA SLAG Aggregate Coarse Aggregate CALPORTLAND#05- 2.69 1874 11.164 1 -#4 004-1 -SANTOSH Fine Aggregate CALPORTLAND#05- 2.6 1231 7.588 CON SAND 004-1 -SANTOSH Water Potable Water WATER-1 1 260 4.167 Admixture Air Entrainer BASF 1 0.163 AE-90 Dosage:2.5 fl oz/yd3 Water Reducer Mid Range W.R.GRACE 1 3.454 DARACEM 55 MRWR Dosage:53 fl oz/yd3 Air Air 1.350 Contact Greg Hendrix Email ghendrix@calportland.com 01 CAL ? TL. .N 00 n ccet ,ix Evaluation Resort ACI 318 Required Average Strength Mix ID 1234FS Number Of Tests 5 Mix Name 3500 PSI @28 DAYS 1" Average Strength 4994 psi AGGERGATE Design Strength(fc) 3500 psi @ 28 Days St Dev 459 psi Required Strength(fcr) 4700 psi @ 28 Days Comp Acceptance Temp Air Strength Strength Moving (Concrete) Slump Content (7-Day) (28-Day)Average Test Date Mix Laboratory (°F) (in) (%) (psi) (psi) (psi) 03/07/2015 1234FS MAYES 74 6 4160 5740 06/15/2015 1234FS Carlson testing 70 6 3.6 3110 4640 08/27/2015 1234FS Carlson Testing 85 5.5 4 3180 4630 5003 09/02/2015 1234FS Carlson 84 6 3 3280 4860 4710 11/20/2015 1234FS Carlson Testing 68 6 4.5 3260 5100 4863 Lab 0 L? 1 a ANDS Co . y m ! eBlend Report 0' , ;fi .b .r. x4'r ...� ';.2S,ta�'' M me . Mix ID 1234FS Nominal Max Size 1"(25mm) Mix Name 3500 PSI @28 DAYS 1" Aggregate Volume 18.8 AGGERGATE Design Strength(fc) 3500 psi @ 28 Days Coarse Aggregate% 59.5 Fine Aggregate% 40.5 %Passing Gradations Aggregate Type Coarse Fine %Contribution 59.5 40.5 Sieve/Test Spec Result 1"-#4 CON SAND 1 1/2"(37.5mm) 100.0 100.0 100.0 1"(25mm) 99.8 99.6 100.0 3/4"(19mm) 90.7 84.4 100.0 1/2"(12.5mm) 69.8 49.2 100.0 3/8"(9.5mm) 53.5 21.9 100.0 #4(4.75mm) 40.4 1.4 97.7 #8(2.36mm) 34.9 0.8 85.2 #16(1.18mm) 29.0 0.7 70.5 #30(0.6mm) 21.0 0.7 50.8 #50(0.3mm) 9.6 0.6 22.9 #100(0.15mm) 3.0 0.6 6.6 #200(75pm) 1.39 0.50 2.70 Pan 0.00 0.00 0.00 100 7-7 90- r 80- 70- 60- a 30- �.--�- /../'''� 20- _-.i�- 10- '12 Y20 o rn 'r'. Q Sieve Opening(mm) 010(ES).0.31 D30.1.33 D50:7.90 D60:10.60 015/085.0.02 Cu.34.56 Cc:0.54 01 1050 N River St CALPORTLAND' Portland,OR 97227 Ph#503 335-2600 Certificate of Analysis F#503 331-3700 Source: Ssangyong, So Korea We hearby certify that CalPortland(Lot#16-089)Type VII Low Alkali cement meets the standard requirements of ASTM C 150 for Type I and Type II low alkali cement.Additionally CalPortland Type VII Low Alkali cement meets the requirements ofAASHTO M-85 for Type I cement.Following are the chembal and physical testing results of this cement. ASTM C-150 requirements Chemical Requirements Additional Lot# 16-089 Tiwai Point Type I Type II Results Data Requirements Requirements Limestone Silicon dioxide(Si02) --- --- 20.1 8.2 Aluminum oxide(A1203),max.% --- 6.0 4.7 2.9 Ferric oxide(Fe203),max.% (Note 1) --- 6.0 3.1 1.4 Calcium Oxide(CaO) --- --- 63.3 46.3 Magnesium oxide(MgO),max.% 6.0 6.0 2.8 2.9 Sulfur trioxide(SO3),max.%* 3.0 3.0 3.1 0.0 Loss on ignition,max.% 3.0 3.0 1.7 Insoluble residue,max.% 0.75 0.75 0.29 Base Alkalies(Na20+0.658 K20),max.% 0.60 0.60 0.53 Cement Tricalcium silicate(C3S)% --- --- 56 58 Dicalcium Silicate(C2S)% --- --- 14 15 Tricalcium aluminate(C3A),max.% --- 8 7 7 Tetracalcium aluminoferrite(C4AF) % --- --- 9 10 %CO2 --- --- 1.2 %CaCO3 in limestone min. 70 70 85 %Limestone max. 5.0 5.0 3.2 Physical Requirements Air content of mortar,max.% 12 12 6 Passing 45 urn(#325)sieve% --- --- 97 Blaine Fineness,min m2/kg 260 260 421 Autoclave expansion,max.% 0.80 0.80 0.00 Compressive strength psi,Mpa,min. 1 Day psi --- --- 2550 psi Mpa --- --- 17.6 Mpa 3 Day psi 1740 1450 4070 psi Mpa 12 10 28.1 Mpa 7 Day psi 2760 2470 5370 psi Mpa 19 17 37.0 Mpa 28 Day psi --- --- 04/11 psi Mpa --- --- #VALUE! Mpa Vicat set in minutes 45 to 375 45 to 375 125 *C-1038 expansion limit if S03>3.0% 0.020% 0.003% From Prior Lot Note I.ASTM Cl50,Table I,Note B,Does not apply when the optional sulfate resistance limit in Table 4 is specified Date March 25,2016 eie44.....e Director of Tech cal Services Pacific NW and Canada Cement Division ASH GROVE Location Portland Slag Product Dura Slag Date 6-Aug-14 Certification No. Slag 1-14 STANDARD REQUIREMENTS ASTM C-989&AASHTO M302 CHEMICAL PHYSICAL Spec. Test Spec. Test Item Limit Result Item Limit Result Slag Slag Sulfide sulfur as S(%) 2.5 max 1.00 % Retained 325 mesh 20 max 3.1 Blaine fineness(m2/kg) A 442 Air Content of Slag Mortar(%) 12 max 6.3 Specific Gravity A 2.90 Reference Cement Reference Cement Total Alkalies(%) 0.60 min 0.64 %Passing 325 mesh A 92.4 0.90 max Blaine fineness(m2/kg) A 363 Potential(%) Compressive strength MPa(PSI) min: C3S A 65 7 Days A 29.7(4310) C2S A 8 28 Days 35(5000) 37.1 (5380) C3A A 7 C4AF A 8 50-50 Blend of Slag and Reference Cement C4AF+2(C3A) A 22 Compressive strength MPa(PSI) min: C3S+4.75(C3A) A 98 7 Days A 28.6(4150) 28 Days A 49.2(7130) Slag Activity Index Grade 100 min: Average of Last 5 Samples 7 Days 75 96 Any Individual Sample 7 Days 70 93 Average of Last 5 Samples 28 Days 95 133 Any Individual Sample 28 Days 90 127 ANot applicable The Ground Granulated Blast-Furnace Slag meets the chemical and physical requirements of the ASTM C989/C989M-12a and AASHTO M 302-11 specifications for Grade 100. Signature: Title: Chief Chemist Edward C. Rafacz 3801 E Marginal Way S, Seattle,WA 98134; Ph: (206)623-5596; Fax: (206)623-5355 • BASFProduct Data 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete The Chemical Company 03 70 00 Mass Concrete Description TM Q MB MB-AE 90 air-entraining -AE 90 admixture is for use in concrete mixtures. It meets the Air-Entraining Admixture requirements of ASTM C 260, Features AASHTO M 154 and CRD-C 13. • Ready-to-use in the proper concentration for rapid,accurate dispensing Applications Recommended for use in: Benefits • Concrete exposed to • Improved resistance to damage from cyclic freezing and thawing cyclic freezing and ■ Improved resistance to scaling from deicing salts thawing ■ Improved plasticity and workability IN Production of high-quality • Reduced permeability—increased watertightness normal or lightweight ■ Reduced segregation and bleeding concrete(heavyweight concrete normally does not Performance Characteristics contain entrained air) Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from:proper air content in the hardened concrete,a suitable air-void system in terms of bubble size and spacing,and adequate concrete strength,assuming the use of sound aggregates and proper mixing,transporting, placing,consolidation,finishing and curing techniques. MB-AE 90 admixture can be used to obtain adequate freeze-thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination:The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method"or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method.The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density(Unit Weight), Yield,and Air Content(Gravimetric)of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1-1/2%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage:There is no standard dosage for MB-AE 90 admixture.The exact quantity of air-entraining admixture needed for a given air content of concrete varies because of differences in concrete-making materials and ambient conditions.Typical factors that might influence the amount of air entrained include:temperature,cementitious materials, sand gradation,sand-aggregate ratio, mixture proportions,slump, means of conveying and placement,consolidation and finishing technique. Master Builders • Product Data: MB-AETM 90 The amount of MB-AE 90 admixture used will depend upon the Product Notes amount of entrained air required under actual job conditions. Corrosivity-Non-Chloride,Non-Corrosive: MB-AE 90 In a trial mixture,use 1/4 to 4 fl oz/cwt(16-260 mU100 kg) admixture will neither initiate nor promote corrosion of of cementitious material. Measure the air content of the trial reinforcing and prestressing steel embedded in concrete,or mixture,and,if needed,either increase or decrease the quantity of galvanized floor and roof systems. No calcium chloride or of MB AE 90 admixture to obtain the desired air content. other chloride-based ingredients are used in the manufacture In mixtures containing water-reducing or set-control of this admixture. admixtures,the amount of MB-AE 90 admixture needed may Compatibility:MB AE 90 admixture may be used in be somewhat less than the amount required in plain concrete. combination with any BASF Construction Chemicals Due to possible changes in the factors that can affect the admixture, unless stated otherwise on the data sheet for dosage of MB-AE 90 admixture,frequent air content checks the other product.When used in conjunction with other should be made during the course of the work.Adjustments admixtures,each admixture must be dispensed separately to the dosage should be based on the amount of entrained air into the concrete mixture. required in the mixture at the point of placement. If an unusually high or low dosage of MB-AE 90 admixture is Storage and Handling required to obtain the desired air content,consult your BASF Storage Temperature:MB-AE 90 admixture should Construction Chemicals representative.In such cases,it may be stored and dispensed at 31 °F(-0.5°C)or higher.Although be necessary to determine that,in addition to a proper air freezing does not harm this product, precautions should be content in the fresh concrete,a suitable air-void system is taken to protect it from freezing. If MB-AE 90 admixture achieved in the hardened concrete. freezes,thaw at 35°F(2°C)or above and completely Dispensing and Mixing:Add MB-AE 90 admixture to the reconstitute by mild mechanical agitation.Do not use concrete mixture using a dispenser designed for air-entraining pressurized air for agitation. admixtures,or add manually using a suitable measuring device Shelf Life:MB-AE 90 admixture has a minimum shelf life that ensures accuracy within plus or minus 3%of the required of 18 months. Depending on storage conditions,the shelf amount. life may be greater than stated. Please contact your BASF For optimum,consistent performance,the air-entraining Construction Chemicals representative regarding suitability admixture should be dispensed on damp,fine aggregate.If for use and dosage recommendations if the shelf life of MB- the concrete mixture contains fine lightweight aggregate,field AE 90 admixture has been exceeded. evaluations should be conducted to determine the best method Safety:Chemical goggles and gloves are recommended to dispense the air-entraining admixture. when transferring or handling this material. Precaution Packaging In a 2005 publication from the Portland Cement Association MB-AE 90 admixture is supplied in 55 gal(208 L)drums,275 (PCA R&D Serial No.2789),it was reported that problematic gal(1040 L)totes and by bulk delivery. air-void clustering that can potentially lead to above normal decreases in strength was found to coincide with late Related Documents additions of water to air-entrained concretes.Late additions Material Safety Data Sheets: MB-AE 90 admixture. of water include the conventional practice of holding back water during batching for addition at the jobsite.Therefore, Additional Information caution should be exercised with delayed additions of water For additional information on MB-AE 90 admixture,or to air-entrained concrete. Furthermore,an air content check its use in developing a concrete mixture with special should be performed after any post-batching addition to an peformance characteristics,contact your BASF Construction air-entrained concrete mixture. Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix,precast, manufactured concrete products, underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing,pumping, finishing,appearance and performance characteristics of concrete. BASF Construction Chemicals,LLC Admixture Systems www.masterbuilders.com NSFUnited States 23700 Chagrin Boulevard,Cleveland,Ohio 44122-5544■Tel:800 628-9990■Fax:216 839-8821 Master Canada 1800 Clark Boulevard,Brampton,Ontario L6T 4M7 Tel:800 387-5862 I•Fax:905 792-0651 nMBASF Construction Chemicals,LLC Builders rv�nni8ps�'6 ''' ©BASF Construction Chemicals,LLC 2007■Printed in USA IN 03/07•LIT#1017027 Grace Concrete Productsd, DARACEM® 55 iMid-ran e water-reducingadmxture (ND ASTM C494 Type A and F Description Daracem 55 is used in ready-mix,job site, and concrete paving plants for normal and Daracem*55 is a mid-range water reducer lightweight concrete, in block and precast. specifically formulated to produce concretes It imparts a"slickness"to the surface of the with dramatically enhanced finishing charac- concrete making it most appropriate for teristics and normal setting times. Effective concrete flatwork as well as slip form work. through a wide addition rate range,Daracem Daracem 55 is also particularly effective in 55 combines the benefits of normal and high- lean or fly ash and slag compensated mixes. range water reducers allowing for the ultimate control of the concretes placing and finishing Advantages properties. Daracem 55 has been approved as an ASTM C494 Types A and F admixture. Daracem 55 offers significant advantages over conventional water reducers. Laboratory Daracem 55 is an aqueous solution of and field work has consistently demonstrated: complex organic compounds,each of which contributes uniquely to the concretes final • Ultimate workability and finishability properties. It contains both patented dispers- The exceptional water-reducing capabilities ing and patented finishability agents that allow for concrete production at higher provide performance superior to conventional slumps with better water retention and inter- water-reducing products. Daracem 55 is also nal cohesiveness, providing a less "sticky" formulated with a catalyst which promotes concrete with improved placement properties. more complete hydration of Portland cement Formulated with proven finishing enhancing to assure superior strength performance. It is components,Daracem 55 controls bleeding manufactured under rigid controls which while bringing the mortar to the surface. provide uniform,predictable performance. Finishers have stated that the concrete has Daracem 55 contains no calcium chloride. improved trowelability. The influence of Daracem 55 is supplied as a dark brown, low Daracem 55 on the finishability of lean viscosity liquid, weighs approximately mixes has been particularly noticeable. 10.7 lbs/gal(1.28 kg/L)and meets the Floating and troweling,by machine or by requirements of ASTM C494 Types A and F. hand,easily imparts a smooth,close tolerance surface with less machine time and labor. Uses Daracem 55 produces a concrete with lower r,, 1 P . water content, improved placement proper- a `;- �. ties, and enhanced finishability. It yields a \ �1 less permeable and more durable concrete. � , a . IV' Pr•'.., ' nt'�s • 6�� •i-iv7y ' q �s,� ( �, ,esay t •' AA`n • ar;. and fi its ati v- " m ..s: 'y�'j . , j,o, ,y �''�„,5 , • . W � x , ,¥ • Sudstrength erforix anc • Neutral setting times Pretesting of the concrete mix should be Formulated with a set control agent, performed before use,and as conditions and Daracem 55 provides normal setting char- materials change in order to assure compati- acteristics throughout its addition rate bility, and to optimize dosage rates,addition range. This allows for increased water times in the batch sequencing and concrete reduction and increased slump without performance.For concrete that requires air significantly extended setting times. It also entrainment,the use of an ASTM C260 air- allows the flexibility to vary addition based entraining agent(such as Daravair®or Darex® on specific job and weather requirements. product lines)is recommended to provide • Superior strength performance suitable air void parameters for freeze-thaw The water reduction properties,up to 12%, resistance. and dispersion characteristics allow the Packaging & Handling production of lower water to cement ratio g g concretes and more complete hydration. Daracem 55 is available in bulk,delivered in The combined effect is increased compres- metered tank trucks,and 55 gal(210 L) sive and flexural strengths at all ages. drums. Daracem 55 contains no flammable Addition Rates ingredients. It will freeze at approximately 15°F(-9°C)but will return to full strength after The addition rate range of Daracem 55 is thawing and thorough mechanical agitation. 3 to 15 fl oz/100 lbs(190 to 980 mL/100 kg) enS pIS ln Equipment of cement.Typically excellent results are Dispensing achieved between 5 to 7 fl oz/100 lbs A complete line of accurate,automatic (325 to 460 mL/100 kg)of cement. Optimum dispensing equipment is available. Daracem addition depends on the other concrete 55 may be added to the concrete mix on the mixture components,job conditions,and sand or in the batch water. desired performance characteristics. Compatibility with Other Specifications Admixtures and Batch Concrete shall be designed in accordance Sequencing with Standard Recommended Practice for Selecting Proportions for Concrete,ACI 211. Daracem 55 is compatible with most Grace The water-reducing admixture shall be a mid- admixtures as long as they are added sepa- range water-reducing admixture such as rately to the concrete mix. In general,it is Daracem 55 as manufactured by Grace recommended that Daracem 55 be added to Construction Products, or its equivalent.The the concrete mix near the beginning of the admixture shall not contain calcium chloride. batch sequence but after the cement and water It meets the requirements of Specification for are combined for optimum performance. Chemical Admixtures for Concrete ASTM Different sequencing may be used if local Designation C494 as a Type A and Type F testing shows better performance.Please see admixture. Certification of compliance shall Grace Technical Bulletin TB-0110,Admixture be made available on request.The admixture Dispenser Discharge Line Location and shall be considered part of the total mixing Sequencing for Concrete Batching Operations for further recommendations. Daracem 55 water. should not come in contact with any other The admixture shall be delivered as a ready- admixture before or during the batching to-use liquid product and shall require no process,even if diluted in mix water, mixing at the batching plant or job site. www.graceconstruction.com North American Customer Service: 1-877-4AD-MIX1 (1-877-423-6491) Daracem,Daravair and Darex are registered trademarks of W.R.Grace&Co.—Conn. We hope the information here will be helpful.It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration,investigation and verification,but we do not warrant the results to be obtained.Please read all statements,recommendations or suggestions in conjunction with our conditions of sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is intended for any use which would infringe any patent or copyright.W.R.Grace&Co.—Conn.,62 Whittemore Avenue,Cambridge,MA 02140. In Canada,Grace Canada,Inc.,294 Clements Road,West,Ajax,Ontario,Canada LIS 3C6. This product may be covered by patents or patents pending. Copyright 2007.W.R.Grace&Co.—Conn. DW-12H Printed in U.S.A. 1/09 FA/LVI/1M