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Home My WebLink AboutGlacier - _Allura at Tiffany Park_RESUBMITAirUseSlump W/CMMix 3000 PSI Non-Air 5 MAX 0.553100 5.0 SK 3/4" (45/55) 1.5 Footings and Retaining Walls 5 MAX 0.4963025 4.5SK 3/4 SLAG WRA 1.5 8 SK Grout 9.5 MAX 0.443628 8.0 SK WRA ADVA GROUT 1.5 3000 PSI Non-Air Higher Slump (ALT) 7 MAX 0.533123 5.0 SK 3/4" WRA ADVA (45/55) 1.5 Footings and Retaining Walls 7 MAX 0.483223 5.5 SK 3/4" WRA ADVA 1.5 VISSER ENGINEERING.This submittal has been reviewed for compliance with the concepts presented in the Visser Engineering design drawings. The contractor is responsible for all dimensions and for installing all materials in accordance with the requirements of the design drawings..This submittal is APPROVED.Mike VisserVisser Engineering7/7/2017 Absorption Mix ID 3100 Aggregate Nominal Size 1" (25mm) Submittal Information Material Description Mass SSD lb Volume ft3 Specific Gravity Mix Name 5.0 SK 3/4" (45/55) Compressive Strength (f'c)3000 psi @ 28 Days Group Air Entrained W/CM Ratio 0.55 Slump 5 MAX Customer APELAND CONTRACTING INC Project Name ALLURA AT TIFFANY PARK Mix Information Mix Properties Sack Content 5.00 Total Water 31.17 Water/Sack 6.23 Total Mass 4145.3 Unit Weight 152.96 Total Volume 27.10gal gal lb lb/ft3 ft3 Use 3000 PSI Non-Air Air 1.5 94 lb/sack Flexural Strength (f's) Submittal Name Allura atTiffany Park Contract ID Project Location Portland Type I/II Type I-II Cement 3.15 2.391Cement470 Fine Aggregate - Manke WSDOT Class 2 Sand BUILDING SAND 2.69 8.789Aggregate14751.6 Coarse Aggregate - Manke AASHTO #57 AASHTO #57 2.74 11.34719401.22 Potable Water WATER 1 4.167Water260 Air 0.406Air Gradation Sieve % Passing Specification 1 1/2" (37.5mm)100.0 1" (25mm)98.9 3/4" (19mm)88.7 1/2" (12.5mm)68.4 3/8" (9.5mm)58.9 #4 (4.75mm)45.9 #8 (2.36mm)41.2 #16 (1.18mm)31.7 #30 (0.6mm)20.5 #50 (0.3mm)7.0 #100 (0.15mm)1.4 #200 (75µm)0.36 Contact Ashley Arias Phone aarias@calportland.com 206-718-7922 Email Concrete Mix Submittal Duwamish 282 ACI 318 Required Average Strength Temp (Concrete) (°F) Slump (in) Acceptance Strength (28-Day) (psi) Moving Average (psi)Test Date Mix Laboratory Design Strength (f'c)3000 psi @ 28 Days 4210 psi @ 28 DaysRequired Strength (f'cr) Number Of Tests Average Strength 30 5691 psi St Dev 734 psi Mix ID 3100 Mix Name 5.0 SK 3/4" (45/55) 56 5.53100 636012/16/2016 A.A.R. Testing 60 43100 589012/21/2016 A.A.R. Testing 60 4.5 54933100423012/26/2016 A.A.R. Testing 56 5 52903100575012/27/2016 A.A.R. Testing 62 4 53903100619012/28/2016 Otto Rosenau & Associates 68 5 59533100592012/28/2016 Mayes Testing Engineers 66 4 61233100626012/29/2016 Otto Rosenau & Associates 55 5.5 62203100648012/30/2016 A.A.R. Testing 50 5 60733100548012/30/2016 A.A.R. Testing 55 4 61103100637001/03/2017 A.A.R. Testing 54 6 52173100380001/17/2017 A.A.R. Testing 69 4 55603100651001/19/2017 A.A.R. Testing 70 4 56103100652001/20/2017 A.A.R. Testing 57 5 59003100467001/25/2017 A.A.R. Testing 62 5 58233100628002/01/2017 A.A.R. Testing 62 4.5 57273100623002/01/2017 A.A.R. Testing 54 4 63773100662002/02/2017 A.A.R. Testing 71 5 64073100637002/06/2017 Krazan & Associates 63 5 61503100546002/10/2017 A.A.R. Testing 57 4.5 56973100526002/14/2017 A.A.R. Testing 58 5.5 54373100559002/14/2017 A.A.R. Testing 61 5 55533100581003/10/2017 A.A.R. Testing 57 4 55773100533003/13/2017 Krazan & Associates 65 4.25 55103100539003/16/2017 A.A.R. Testing 67 4.5 51133100462005/02/2017 Krazan & Associates 61 7 48703100460005/22/2017 Otto Rosenau & Associates 60 4.5 49233100555005/24/2017 Otto Rosenau & Associates 66 4.5 54773100628005/24/2017 60 4.5 57533100543005/31/2017 Otto Rosenau & Associates 62 5 57333100549005/31/2017 Otto Rosenau & Associates Concrete Mix Evaluation Report Absorption Mix ID 63025 Aggregate Nominal Size 1" (25mm) Submittal Information Material Description Mass SSD lb Volume ft3 Specific Gravity Mix Name 4.5SK 3/4 SLAG WRA Compressive Strength (f'c)4500 psi @ 28 Days Group Air Entrained W/CM Ratio 0.49 Slump 5 MAX Customer APELAND CONTRACTING INC Project Name ALLURA AT TIFFANY PARK Mix Information Mix Properties Sack Content 5.40 Total Water 29.97 Water/Sack 5.55 Total Mass 4159.4 Unit Weight 153.48 Total Volume 27.10gal gal lb lb/ft3 ft3 Use Footings and Retaining Walls Air 1.5 94 lb/sack Flexural Strength (f's) Submittal Name Allura atTiffany Park Contract ID Project Location Portland Type I/II Type I-II Cement 3.15 2.152Cement423 Slag GGBSF-SLAG CEMENT 2.89 0.471Additive85 Fine Aggregate - Manke WSDOT Class 2 Sand BUILDING SAND 2.69 8.640Aggregate14501.6 Coarse Aggregate - Manke AASHTO #57 AASHTO #57 2.74 11.40519501.22 Potable Water WATER 1 4.006Water250 Water Reducer WRDA64-WR GRACE Range: 0.5-4.5 fl oz/100 lb CM 1 0.01857Admixture1.159 Air 0.406Air Gradation Sieve % Passing Specification 1 1/2" (37.5mm)100.0 1" (25mm)98.9 3/4" (19mm)88.6 1/2" (12.5mm)68.1 3/8" (9.5mm)58.5 #4 (4.75mm)45.4 #8 (2.36mm)40.7 #16 (1.18mm)31.3 #30 (0.6mm)20.2 #50 (0.3mm)6.9 #100 (0.15mm)1.4 #200 (75µm)0.36 Contact Ashley Arias Phone aarias@calportland.com 206-718-7922 Email Concrete Mix Submittal Duwamish 282 ACI 318 Required Average Strength Temp (Concrete) (°F) Slump (in) Acceptance Strength (28-Day) (psi) Moving Average (psi)Test Date Mix Laboratory Design Strength (f'c)4500 psi @ 28 Days 5430 psi @ 28 DaysRequired Strength (f'cr) Number Of Tests Average Strength 30 6508 psi St Dev 613 psi Mix ID 63025 Mix Name 4.5SK 3/4 SLAG WRA 72 4.2563025 642011/05/2015 Otto Rosenau & Associates 62 4.2563025 671011/12/2015 Otto Rosenau & Associates 64 4.25 651063025640011/12/2015 Otto Rosenau & Associates 67 5 675363025715011/17/2015 Otto Rosenau & Associates 69 4.5 676063025673011/17/2015 Otto Rosenau & Associates 62 4.5 668063025616011/20/2015 Otto Rosenau & Associates 71 4.5 622363025578011/20/2015 Otto Rosenau & Associates 71 5 615363025652011/25/2015 Otto Rosenau & Associates 69 4.5 634363025673011/25/2015 Otto Rosenau & Associates 65 5.75 668763025681011/27/2015 Otto Rosenau & Associates 58 4 708063025770012/01/2015 Otto Rosenau & Associates 57 6.5 673063025568012/02/2015 56 4 660363025643012/03/2015 Otto Rosenau & Associates 62 4 662063025775001/13/2016 Mayes Testing Engineers 66 4.5 708763025708005/19/2016 83 4.25 672763025535009/01/2016 Mayes Testing Engineers 3 626363025636009/14/2016 Mayes Testing Engineers 75 6.5 617363025681010/10/2016 Mayes Testing Engineers 71 4.75 639763025602010/12/2016 Mayes Testing Engineers 76 5 641763025642010/13/2016 Mayes Testing Engineers 70 4.25 623763025627010/17/2016 Mayes Testing Engineers 69 4.75 650763025683010/19/2016 Mayes Testing Engineers 71 4.5 640063025610010/20/2016 Mayes Testing Engineers 68 4.75 632063025603010/27/2016 Mayes Testing Engineers 64 5 592763025565011/02/2016 Mayes Testing Engineers 73 4 594363025615011/03/2016 Mayes Testing Engineers Concrete Mix Evaluation Report ACI 318 Required Average Strength Temp (Concrete) (°F) Slump (in) Acceptance Strength (28-Day) (psi) Moving Average (psi)Test Date Mix Laboratory Design Strength (f'c)4500 psi @ 28 Days 5430 psi @ 28 DaysRequired Strength (f'cr) Number Of Tests Average Strength 30 6508 psi St Dev 613 psi Mix ID 63025 Mix Name 4.5SK 3/4 SLAG WRA 65 4 630763025712011/10/2016 Mayes Testing Engineers 60 4 682063025719011/28/2016 Mayes Testing Engineers 68 4.25 721763025734002/28/2017 Mayes Testing Engineers 3.5 669063025554006/12/2017 Seattle Concrete Mix Evaluation Report Absorption Mix ID 3628 Aggregate Nominal Size #8 (2.36mm) Submittal Information Material Description Mass SSD lb Volume ft3 Specific Gravity Mix Name 8.0 SK WRA ADVA GROUT Compressive Strength (f'c)3000 psi @ 28 Days Group Air Entrained W/CM Ratio 0.44 Slump 9.5 MAX Customer APELAND CONTRACTING INC Project Name ALLURA AT TIFFANY PARK Mix Information Mix Properties Sack Content 8.00 Total Water 39.92 Water/Sack 4.99 Total Mass 4019.8 Unit Weight 148.33 Total Volume 27.10gal gal lb lb/ft3 ft3 Use 8 SK Grout Air 1.5 94 lb/sack Flexural Strength (f's) Submittal Name Allura atTiffany Park Contract ID Project Location Portland Type I/II Type I-II Cement 3.15 3.826Cement752 Fine Aggregate - Manke WSDOT Class 2 Sand BUILDING SAND 2.69 17.457Aggregate29301.6 Potable Water WATER 1 5.337Water333 Water Reducer WRDA64-WR GRACE Range: 0.5-4.5 fl oz/100 lb CM 1 0.02748Admixture1.715 Water Reducer High Range ADVA 195 WR GRACE Range: 0.5-15 fl oz/100 lb CM 1 0.047122.940 Air 0.406Air Gradation Sieve % Passing Specification 3/8" (9.5mm)100.0 #4 (4.75mm)99.9 #8 (2.36mm)94.1 #16 (1.18mm)72.2 #30 (0.6mm)46.6 #50 (0.3mm)15.8 #100 (0.15mm)3.0 #200 (75µm)0.70 Contact Ashley Arias Phone aarias@calportland.com 206-718-7922 Email Concrete Mix Submittal Duwamish 282 ACI 318 Required Average Strength Temp (Concrete) (°F) Slump (in) Acceptance Strength (28-Day) (psi) Moving Average (psi)Test Date Mix Laboratory Design Strength (f'c)3000 psi @ 28 Days 4200 psi @ 28 DaysRequired Strength (f'cr) Number Of Tests Average Strength 10 5461 psi St Dev 1319 psi Mix ID 3628 Mix Name 8.0 SK WRA ADVA GROUT 80 63628 665008/05/2015 AAR Testing 81 83628 607009/09/2015 60 65303628687012/02/2015 74 7 58173628451008/15/2016 76 8 54573628499008/26/2016 A.A.R. Testing 75 47203628466009/05/2016 A.A.R. Testing 76 8 45403628397009/22/2016 A.A.R. Testing 69 8 39933628335010/26/2016 Mayes Testing Engineers 64 46603628666010/31/2016 A.A.R. Testing 60 56303628688012/20/2016 Krazan & Associates Concrete Mix Evaluation Report Absorption Mix ID 3123 Aggregate Nominal Size 1" (25mm) Submittal Information Material Description Mass SSD lb Volume ft3 Specific Gravity Mix Name 5.0 SK 3/4" WRA ADVA (45/55) Compressive Strength (f'c)3000 psi @ 28 Days Group Air Entrained W/CM Ratio 0.53 Slump 7 MAX Customer APELAND CONTRACTING INC Project Name ALLURA AT TIFFANY PARK Mix Information Mix Properties Sack Content 5.00 Total Water 29.97 Water/Sack 5.99 Total Mass 4157.6 Unit Weight 153.42 Total Volume 27.10gal gal lb lb/ft3 ft3 Use 3000 PSI Non-Air Higher Slump (ALT) Air 1.5 94 lb/sack Flexural Strength (f's) Submittal Name Allura atTiffany Park Contract ID Project Location Portland Type I/II Type I-II Cement 3.15 2.391Cement470 Fine Aggregate - Manke WSDOT Class 2 Sand BUILDING SAND 2.69 9.146Aggregate15351.6 Coarse Aggregate - Manke AASHTO #57 AASHTO #57 2.74 11.11319001.22 Potable Water WATER 1 4.006Water250 Water Reducer WRDA64-WR GRACE Range: 0.5-4.5 fl oz/100 lb CM 1 0.01718Admixture1.072 Water Reducer High Range ADVA 195 WR GRACE Range: 0.5-25 fl oz/100 lb CM 1 0.019631.225 Air 0.406Air Gradation Sieve % Passing Specification 1 1/2" (37.5mm)100.0 1" (25mm)98.9 3/4" (19mm)89.0 1/2" (12.5mm)69.3 3/8" (9.5mm)60.0 #4 (4.75mm)47.4 #8 (2.36mm)42.7 #16 (1.18mm)32.7 #30 (0.6mm)21.2 #50 (0.3mm)7.2 #100 (0.15mm)1.4 #200 (75µm)0.37 Contact Ashley Arias Phone aarias@calportland.com 206-718-7922 Email Concrete Mix Submittal Duwamish 282 ACI 318 Required Average Strength Temp (Concrete) (°F) Slump (in) Acceptance Strength (28-Day) (psi) Moving Average (psi)Test Date Mix Laboratory Design Strength (f'c)3000 psi @ 28 Days 4200 psi @ 28 DaysRequired Strength (f'cr) Number Of Tests Average Strength 7 5537 psi St Dev 614 psi Mix ID 3123 Mix Name 5.0 SK 3/4" WRA ADVA (45/55) 63 73123 595004/21/2016 Chehalis 57 73123 646004/25/2016 Chehalis 55 6 61603123607005/05/2016 Chehalis 64 6.75 59473123531011/02/2016 Mayes Testing Engineers 68 7 54503123497011/02/2016 Mayes Testing Engineers 70 7 50773123495012/09/2016 Mayes Testing Engineers 63 5.25 49903123505001/04/2017 Otto Rosenau & Associates Concrete Mix Evaluation Report Absorption Mix ID 3223 Aggregate Nominal Size 1" (25mm) Submittal Information Material Description Mass SSD lb Volume ft3 Specific Gravity Mix Name 5.5 SK 3/4" WRA ADVA Compressive Strength (f'c)4500 psi @ 28 Days Group Air Entrained W/CM Ratio 0.48 Slump 7 MAX Customer APELAND CONTRACTING INC Project Name ALLURA AT TIFFANY PARK Mix Information Mix Properties Sack Content 5.50 Total Water 29.97 Water/Sack 5.45 Total Mass 4165.9 Unit Weight 153.72 Total Volume 27.10gal gal lb lb/ft3 ft3 Use Footings and Retaining Walls Air 1.5 94 lb/sack Flexural Strength (f's) Submittal Name Allura atTiffany Park Contract ID Project Location Portland Type I/II Type I-II Cement 3.15 2.630Cement517 Fine Aggregate - Manke WSDOT Class 2 Sand BUILDING SAND 2.69 8.319Aggregate13961.6 Coarse Aggregate - Manke AASHTO #57 AASHTO #57 2.74 11.69820001.22 Potable Water WATER 1 4.006Water250 Water Reducer WRDA64-WR GRACE Range: 0.5-4.5 fl oz/100 lb CM 1 0.01889Admixture1.179 Water Reducer High Range ADVA 195 WR GRACE Range: 0.5-25 fl oz/100 lb CM 1 0.021601.348 Air 0.406Air Gradation Sieve % Passing Specification 1 1/2" (37.5mm)100.0 1" (25mm)98.8 3/4" (19mm)88.3 1/2" (12.5mm)67.3 3/8" (9.5mm)57.3 #4 (4.75mm)43.9 #8 (2.36mm)39.3 #16 (1.18mm)30.2 #30 (0.6mm)19.5 #50 (0.3mm)6.7 #100 (0.15mm)1.3 #200 (75µm)0.35 Contact Ashley Arias Phone aarias@calportland.com 206-718-7922 Email Concrete Mix Submittal Duwamish 282 ACI 318 Required Average Strength Temp (Concrete) (°F) Slump (in) Acceptance Strength (28-Day) (psi) Moving Average (psi)Test Date Mix Laboratory Design Strength (f'c)4500 psi @ 28 Days 5700 psi @ 28 DaysRequired Strength (f'cr) Number Of Tests Average Strength 3 6773 psi St Dev 824 psi Mix ID 3223 Mix Name 5.5 SK 3/4" WRA ADVA 69 6.53223 607006/14/2016 Otto Rosenau & Associates 62 73223 657012/30/2016 Seattle 61 7 67733223768012/30/2016 Seattle Concrete Mix Evaluation Report Source :Nanjing, China Lot# 17-005 Koombana Bay Silicon dioxide (SiO2) --- --- Aluminum oxide (Al2O3), max. % --- 6.0 Ferric oxide (Fe2O3), max. % --- 6.0 Calcium Oxide (CaO) --- --- Magnesium oxide (MgO), max. % 6.0 6.0 Sulfur trioxide (SO3), max. % 3.0 3.0 Loss on ignition, max. % 3.5 3.5 Insoluble residue, max. % 1.5 1.5 Alkalies (Na2O+0.658 K2O), max. % Tricalcium silicate (C3S) % --- --- Dicalcium Silicate (C2S) % --- --- Tricalcium aluminate (C3A), max. % --- 8 Tetracalcium aluminoferrite (C4AF) % --- --- %CO2 --- --- %CaCO3 in limestone min. 70 70 %Limestone max. 5.0 5.0 Air content of mortar, max. % 12 12 Passing 45 um (#325) sieve % --- --- Blaine Fineness, min m2/kg 260 260 Autoclave expansion, max. % 0.80 0.80 Compressive strength psi, Mpa, min. 1 Day psi --- --- Mpa --- --- 3 Day psi Mpa 7 Day psi Mpa 28 Day psi Mpa Vicat set in minutes Date Director of Technical Services Pacific NW and Canada Cement Division 5900 W Marginal Way So. Seattle, WA 98106 Ph# 206 764-3075 F# 206 764-7176Certificate of Analysis ASTM C 150 for Type I and Type II low alkali cement. Additionally CalPortland Type I/II Low Alkali cement meets We hearby certify that CalPortland (Lot #17-005) Type I/II Low Alkali cement meets the standard requirements of the requirements of AASHTO M-85 for Type I cement. Following are the chemical and physical testing results of this cement. ASTM C-150 Requirements Chemical Requirements Additional Type I Type II Results Data Requirements Requirements Limestone 20.2 2.2 3.9 0.2 0.8 51.9 4.2 0.8 64.8 2.8 0.1 0.3 2.6 0.18 0.60 Base 0.60 0.49 Cement 62 64 4 5 11 12 12 12 1.6 92.7 3.9 Physical Requirements 9 98.3 378 1985 psi 13.7 Mpa 1740 1450 3945 psi 2760 2470 19 17 34.9 Mpa 12 10 27.2 Mpa 5055 psi ------------- -------------1/31 psi ------------- ------------- 45 to 375 #VALUE! Mpa 45 to 375 155 January 23, 2017