HomeMy WebLinkAboutF_ConcreteMixDesign_Footings_180316AirUseSlump W/CMMix
Footings 8" (+/- 1.5")0.2860885
7.75SK 3/4" SLAG WRA ADVA
1.5
Absorption
Mix ID 60885
Aggregate Nominal Size 1" (25mm)
Submittal Information
Material Description Supplier
Mass SSD
lb
Volume
ft3
Specific
Gravity
Mix Name 7.75SK 3/4" SLAG WRA ADVA
Compressive Strength (f'c)4500 psi @ 28 Days
Group
Air Entrained
W/CM Ratio 0.28
Slump 8" (+/- 1.5")
Customer APELAND CONTRACTING INC
Project Name ALLURA AT TIFFANY PARK
Mix Information
Mix Properties
Sack Content 9.34
Total Water 29.97
Water/Sack 3.21
Total Mass 4196.4
Unit Weight 154.85
Total Volume 27.10gal
gal
lb
lb/ft3
ft3
Use Footings
Air 1.5
94 lb/sack
Flexural Strength (f's)
Submittal Name Allura At Tiffany Park
Contract ID
Project Location
Portland Type I/II
Type I-II Cement
Nanjing 3.15 3.704Cement728
Slag
GGBSF-SLAG CEMENT
Lafarge N.A.2.89 0.832Additive150
Fine Aggregate
BUILDING SAND
Manke Resources 2.69 7.577Aggregate12721.6
Coarse Aggregate
AASHTO #57
Manke Resources 2.74 10.46917901.22
Potable Water
WATER
1 4.006Water250
Water Reducer
WRDA64-WR GRACE
Range: 0.5-5 fl oz/100 lb CM
W.R. GRACE 1 0.03210Admixture2.003
Water Reducer High Range
ADVA 195 WR GRACE
Range: 0.5-25 fl oz/100 lb CM
W.R. GRACE 1 0.073354.577
Viscosity Modifier
VMAR 3 WR GRACE
Range: 0-35 oz/yd3
W.R. GRACE 1 0.006
Air 0.406Air
Gradation
Sieve % Passing Specification
1 1/2" (37.5mm)100.0
1" (25mm)98.8
3/4" (19mm)88.4
1/2" (12.5mm)67.5
3/8" (9.5mm)57.7
#4 (4.75mm)44.4
#8 (2.36mm)39.8
#16 (1.18mm)29.1
#30 (0.6mm)17.1
#50 (0.3mm)5.2
#100 (0.15mm)1.1
#200 (75µm)0.35
Concrete Mix Submittal
Duwamish 282
ACI 318 Required Average Strength
Acceptance
Strength
(28-Day)
(psi)
Moving
Average
(psi)Test Date Mix
Design Strength (f'c)4500 psi @ 28 Days
5700 psi @ 28 DaysRequired Strength (f'cr)
Number Of Tests
Average Strength
1
11150 psi
St Dev psi
Mix ID 60885
Mix Name 7.75SK 3/4" SLAG WRA
ADVA
Comp
Strength
(7-Day)
(psi)
60885 1115001/18/2018 8880
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..
18-042 Report Date: 3/5/2018
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
4.2
3.8
64.6
0.8
2.7
2.6
0.5
0.56
61
11
5
10
377
-0.02
27.0
3910
32.3
4680
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
2.0
0.9
0.2
Tetracalcium aluminoferrite (C4AF), %---11
64
12
5
C4AF + 2(C3A), max, %---21
51.5
0.3
0.1
CO2, %---1.5
Limestone addition, max, %5.0 3.7
CaCO3 in Limestone, min, %
28 Day, MPa ---41.1
28 Day, psi ---5960
Vicat Setting Time, min-max, minutes 45 - 375 125
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 92
1 Day, psi ------2340
Ship Point: Seattle Cement Terminal
CalPortland Company 1050 N. River Street Portland, OR 97227-1719
www.calportland.com Customer Service 503-535-7713
Plant:Richmond, British Columbia
Product: Portland Cement Type IL(15)
Mill Test Report # R-TIL-18-02
Manufactured:
Item Spec limit Test Result Item Spec limit
Rapid Method, X-Ray (C 114) Air content of mortar (%) (C 185) 12 max 4.3
SiO2 (%)---18.1
Al2O3 (%)---4.4 Blaine Fineness (m2/kg) (C 204) --- 459
Fe2O3 (%)---3.2
CaO (%) ---63.1 Passing 325 (%) (C 430) --- 99.3
MgO (%)---0.8
SO3 (%)3.0 max*2.8 Autoclave expansion (%) (C 151) [-0.2 - 0.8] 0.03
Loss on ignition @ 950 (%)10.0 max 6.5
NaEq (Alkali) (%)---0.45 Compressive strength (Mpa [PSI]) (C 109)
Insoluble residue (%)---0.24 Mpa PSI
3 days 13.0 [1890] min 31.1 4510
7 days 20.0 [2900] min 36.7 5320
28 days (Reflects previous month's data)25.0 [3620] min 43.8 6350
Time of setting (minutes)
Adjusted Potential Phase Composition*** Vicat Initial (C 191) 45-420 92
C3S (%)---47
C2S (%)---17
C3A (%)---6
C4AF (%)---10
Sulphate Resistance C1012 (Q1/2017) 0.092
* May exceed 3.0% SO3 maximum based on our C 1038 results of <0.02% expansion at 14 days.
*** Corrected by using ASTM Calculation for Limestone Cement
We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of:
ASTM C 595-17 & AASHTO M 240-16 STANDARD SPECIFICATIONS FOR TYPE IL(15) CEMENT
Cement complies with NSF 61
Certified By:
Questions or enquiries can be directed to Rob Shogren
Western BU - Richmond Rob Shogren, PhD
7611 No 9 Rd Richmond, BC Lafarge - Technical Director
604 244 4300 5400 W Marginal Way SW, Seattle WA Harold Ptachyk B.Sc., PChem
P +1 206 923 9953 Quality Manager
E Rob.Shogren@lafargeholcim.com 2/9/2018
JANUARY 2018
ASTM C595 Standard Requirements
CHEMICAL ANALYSIS PHYSICAL ANALYSIS
Cement Mill Test Report
Month of Issue: FEBRUARY 2018
Test Result