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Home My WebLink AboutAllura At Tiffany Park #61517 5-30-1805/30/2018 CalPortland APELAND CONTRACTING INC ALLURA AT TIFFANY PARK 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, Kasey MacWatters at in our Technical Services Department. This submittal contains proprietary, confidential, and legally privileged information. Disclosure, copying, and distribution without express written permission are strictly prohibited. 05/30/2018 To:APELAND CONTRACTING INC RE:ALLURA AT TIFFANY PARK 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: AirUseSlump W/CMMix Footings 6" (+/- 1.5")0.361517 7.0SK 3/4 SLAG AEA WRA ADVA 5% (+/- 1.5%) 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, Kasey MacWatters Kmacwatters@calportland.com This submittal contains proprietary, confidential, and legally privileged information. Disclosure, copying, and distribution without express written permission are strictly prohibited. Absorption Mix ID 61517 Submittal Information Material Description Supplier Mass SSDlb Volumeft3SpecificGravity Mix Name 7.0SK 3/4 SLAG AEA WRA ADVA Compressive Strength (f'c)6000 psi @ 28 Days Group W/CM Ratio 0.3 Slump 6" (+/- 1.5") Customer Project Name Mix Information Mix Properties Sack Content 8.41 Total Water 28.77 Water/Sack 3.42 Total Mass 4046.0 Unit Weight 149.30 Total Volume 27.10gal gal lb lb/ft3 ft3 Use Air 5% (+/- 1.5%) 94 lb/sack Flexural Strength (f's) Submittal Name Contract ID Project Location 3.15 3.358Cement660 Lafarge N.A.2.89 0.726Additive131 Manke Resources 2.69 7.509Aggregate12601.6 Manke Resources 2.74 10.23517501.22 1 3.846Water240 W.R. GRACE 1.35 0.00826Admixture0.696 W.R. GRACE 1 0.028911.804 W.R. GRACE 1 0.033042.062 W.R. GRACE 1 0.006 Portland Cement Slag SLAG - GGBSF-SLAG CEMENT Fine Aggregate MAN_SAND - BUILDING SAND Coarse Aggregate MAN_3/4 - AASHTO #57 Potable Water WATER - WATER Air Entrainer AEA - AIR ENTRAINMENT-WR GRACE Range: 0.5-150 fl oz/100 lb CM Water Reducer WRA - WRDA64-WR GRACE Range: 0.5-4.5 fl oz/100 lb CM Water Reducer High Range ADVA - ADVA 195 WR GRACE Range: 0.5-25 fl oz/100 lb CM Viscosity Modifier VMAR - VMAR 3 WR GRACE Range: 0-35 oz/yd3 Air 1.355Air Concrete Mix Submittal Duwamish 282/291 CITY OF SEATTLE Department of Construction and Inspections CONTINUOUS APPROVAL STATUS 6,000 psi at 28 days batch plant inspection is not required Continuous Approval good until 5/1/2019 approved subject to errors and omissions Authorized by SDCI Slump shall not exceed 7.5" at the end of the truck chute NOTE: Supplier shall provide a copy of this mix design to the contractor. Contractor shall provide a copy of this mix design to the special inspector prior to each use. Approval of the engineer of record is required prior to job use. Concrete Mix Submittal Duwamish 282 Gradation Sieve % Passing Specification 1 1/2" (37.5mm)100.0 1" (25mm)98.8 3/4" (19mm)88.5 1/2" (12.5mm)67.7 3/8" (9.5mm)57.9 #4 (4.75mm)44.6 #8 (2.36mm)40.1 #16 (1.18mm)29.4 #30 (0.6mm)17.2 #50 (0.3mm)5.2 #100 (0.15mm)1.1 #200 (75µm)0.36 Contact Kasey MacWatters Kmacwatters@calportland.comEmail ACI 318 Required Average Strength Temp(Concrete) (°F) Slump (in) Acceptance Strength(28-Day) (psi) Moving Average (psi) Air Content (%)Test Date Mix Laboratory Design Strength (f'c)6000 psi @ 28 Days 8140 psi @ 28 DaysRequired Strength (f'cr) Number Of Tests Average Strength 29 8936 psi St Dev 1166 psi Mix ID 61517 Mix Name 7.0SK 3/4 SLAG AEA WRA ADVA Comp Strength(3-Day) (psi) Comp Strength(7-Day) (psi) 60 6.561517 958012/01/2016 7190 6.561517 846012/20/2016 Seattle 5500 64 7 5 9407615171018012/27/2016 Otto Rosenau & Associates 7760 60 7.5 943361517966012/27/2016 Seattle 7070 63 7.75 4.9 10090615171043001/10/2017 85405500 66 7.75 4.8 996361517980002/17/2017 Seattle 75205030 1003761517988003/16/2017 Seattle 7890 70 7 3.5 976361517961003/16/2017 Seattle 7500 71 8 4.5 9847615171005003/16/2017 Seattle 7680 58 5.25 961061517917006/02/2017 A.A.R. Testing 6830 77 5 3.7 857361517650006/07/2017 O'Neill Service Group 5500 60 5 5.2 809761517862006/14/2017 Mayes Testing Engineers 6890 64 4.5 4.8 730061517678006/14/2017 Seattle 4460 65 5 5.2 813361517900006/14/2017 Seattle 7020 64 5.75 5.4 764061517714006/15/2017 Mayes Testing Engineers 5650 70 6.5 840061517906007/03/2017 Krazan & Associates 6880 67 6 869061517987007/03/2017 Krazan & Associates 8010 67 5.75 957761517980007/03/2017 Krazan & Associates 7590 7 4.5 9987615171029007/03/2017 Seattle 8070 65 6.5 4.6 944761517825007/11/2017 Seattle 7580 81 6 5.5 943361517976008/18/2017 Seattle 7730 67 6 4.1 849761517748011/27/2017 Krazan & Associates 60303810 70 6.25 4.4 815361517722011/27/2017 Krazan & Associates 52603580 71 8 8347615171034012/27/2017 Krazan & Associates 7730 66 7 6.5 876061517872002/01/2018 6860 63 7.5 929361517882002/26/2018 Otto Rosenau & Associates 6870 62 7.5 901361517950002/26/2018 Otto Rosenau & Associates 7300 61 6.25 870761517780002/26/2018 Otto Rosenau & Associates 6150 67 7 5 822061517736004/03/2018 6600 Concrete Mix Evaluation Report Manufacturer's Certification We hereby certify that CalPortland Type I/II Low Alkali Cement meets the standard requirements of ASTM C150 and AASHTO M85 specification for Type I and Type II cements. Additionally, CalPortland Type I/II Low Alkali Cement meets the optional requirement for low alkali (less than or equal to 0.60 total alkali). Reported are the average chemical and physical data for the lot.. 18-120 Report Date: 5/14/2018 Chemical Properties ASTM C150 and AASHTO M85 Requirements Analysis Results Silicon dioxide (SiO2), % Ferric oxide (Fe2O3), max, % Aluminum oxide (Al2O3), max, % Calcium oxide (CaO), % Insoluble residue (IR), max, % Alkalies (Na2O+0.658*K2O), max, % Tricalcium silicate (C3S), % Dicalcium silicate (C2S), % Tricalcium aluminate (C3A), max, % Physical Properties Air content of mortar, max, volume % Blaine Fineness, min, m²/kg Autoclave expansion, max, % Compressive Strength, min 3 Day, MPa 3 Day, psi 7 Day, MPa 7 Day, psi 20.2 3.9 3.8 65.0 0.7 2.6 2.7 0.3 0.54 64 10 4 10 385 -0.01 28.9 4190 34.6 5020 Apparatus and methods used in this laboratory have been checked by the Cement and Concrete Reference Laboratory of the National Institute of Standards and Technology. A copy of the report detailing their findings is available upon request. Major oxides are analyzed in accordance with ASTM C114. Kevin Wolf - Director of Technical Services --- 6.0 6.0 --- 6.0 3.0 3.5 1.5 0.60 --- --- 8 12 260 0.80 10.0 1450 17.0 2470 Nanjing, China Lot #: Source: Type I / II Low Alkali Cement Limestone Analysis Cement Base 2.4 1.0 0.2 Tetracalcium aluminoferrite (C4AF), %---11 67 10 4 C4AF + 2(C3A), max, %---19 50.6 0.2 0.1 CO2, %---1.9 Limestone addition, max, %5.0 4.8 CaCO3 in Limestone, min, % 28 Day (from previous lot), MPa ---40.5 28 Day (from previous lot), psi ---5870 Vicat Setting Time, min-max, minutes 45 - 375 130 Magnesium oxide (MgO), max, % Sulfur trioxide (SO3), max, % Loss on ignition (LOI), max, % Type IIType I --- --- --- 3.0 3.5 1.5 0.60 --- --- --- 5.0 260 19.0 --- 45 - 375 12.0 --- 6.0 --- --- --- 70 12 12 0.80 2760 --- 1740 70 90 1 Day, psi ------2430 Ship Point: Seattle Cement Terminal CalPortland Company 1050 N. River Street Portland, OR 97227-1719 www.calportland.com Customer Service 503-535-7713 Cement Test ReportCement Test Report Mill Test Report Number:SEA_NEWCEM_MAY18 YEAR:2018 MONTH:April PLANT:Seattle CEMENT TYPE:NewCem Grade 100 Fineness by Air Permeability 445 Fineness by Air Permeability 629 (m2/kg; ASTM C204)(m2/kg; ASTM C204) Fineness by 45 µm (No. 325) Sieve 2.9 Fineness by 45 µm (No. 325) Sieve 3.8 (% retain; ASTM C430)(% retain; ASTM C430) Compressive Strength (ASTM C109/C109 M)psi Compressive Strength SAI Limit Reference Cement Slag Compressive Strength (ASTM C109/C109 M)psi Compressive Strength SAI Limit 7-day 5,290 (ASTM C109/C109 M)psi [Mpa]SAI Min 28-day 6,170 7-day 4520 [31.2] 86 75 28-day Previous Month 6300 [43.4] 102 95 Actual Max Limit Total Alkalies (Na2O + 0.658 K2O)0.89 0.9 Specific Gravity 2.87 (%, ASTM C114)(Mg/m3; ASTM C188) Actual Max LimitActual Slag Air Content of Mortar 4.8 CHEMICAL ANALYSIS Percent (%, ASTM C185) Silica Dioxide (SiO2; ASTM C114)31.8 Ferric Oxide (Fe2O3; ASTM C114)1.1 Sulfide Sulfur 0.66 Aluminum Oxide (Al2O3; ASTM C114)13.2 (% S, ASTM C114) Calcium Oxide (CaO; ASTM C114) 43.05 Sulfur Trioxide (SO3; ASTM C114)3.7 Sulfate Ion 2.1 Magnesium Oxide (MgO; ASTM C114) 4.7 (% as SO3, ASTM C114) 2.5 4 Max Limit 12 Magnesium Oxide (MgO; ASTM C114)4.7 (% as SO3, ASTM C114) Potassium Oxide (K2O; ASTM C114)0.5 Titanium Oxide (TiO2, ASTM C114)0.7 Autoclave expansion -0.010 Loss on Ignition (L.O.I.; ASTM C114) 2.1 (%, CSA A3004-B5) Inorganic Process Addition 7 Slag source is JFE Mineral Company in Kurashiki City, Japan. NewCem is ground and manufactured in Seattle, WA. Certified by: The ground granulated blast furnace slag complies with the current specification of the chemical physical requirement of ASTM C-989, AASHTO M-302 for grade 100 Ground Granulated Blast Furace Slag (GGBFS) and and CSA A3001 Slag. 0.5 Certified by: Daniel Waldron Quality Control Laboratory Supervisor May 15, 2018 GCP Applied Technologies Inc 62 Whittemore Avenue Cambridge, MA 02140-1692 T 617-876-1400 gcpat.com/construction Date: 2/17/2017 Tamson Omps CalPortland 5975 East Marginal Way South Seattle, WASHINGTON 98134 Project Name: Washington Product Selected: ADVA® 195 This is to certify that ADVA 195, a High Range Water Reducer, as manufactured and supplied by Construction Products, GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, F, AASHTO: M194, Type A, F. ADVA 195 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. G. Terry Harris Manager of Technical Services, North America Concrete GCP Applied Technologies Inc 62 Whittemore Avenue Cambridge, MA 02140-1692 T 617-876-1400 gcpat.com/construction Date: 2/16/2017 Tamson Omps CalPortland 5975 East Marginal Way South Seattle, WASHINGTON 98134 Project Name: Washington Product Selected: Daravair® 1000 This is to certify that Daravair 1000, a Air Entraining Agent, as manufactured and supplied by Construction Products, GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260, AASHTO: M154. Daravair 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. G. Terry Harris Manager of Technical Services, North America Concrete GCP Applied Technologies Inc. 62 Whittemore Avenue Cambridge, MA 02140-1692 T 617-876-1400 gcpat.com/construction Date: 3/12/2018 Kasey Macwatters Calportland 5975 E Marginal Way S Seattle WA, WASHINGTON 98134 Project Name: Washington Product Selected: V-MAR® 3 This is to certify that V-MAR 3, a Viscosity Modifier, as manufactured and supplied by GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type S, AASHTO: M194, Type S. V-MAR 3 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. Robert J. Hoopes Product Development Engineer GCP Applied Technologies Inc 62 Whittemore Avenue Cambridge, MA 02140-1692 T 617-876-1400 gcpat.com/construction Date: 2/17/2017 Tamson Omps CalPortland 5975 East Marginal Way South Seattle, WASHINGTON 98134 Project Name: Washington Product Selected: WRDA® 64 This is to certify that WRDA 64, a Water Reducer, as manufactured and supplied by Construction Products, GCP Applied Technologies Inc., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, D, AASHTO: M194, Type A, D. WRDA 64 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. G. Terry Harris Manager of Technical Services, North America Concrete