HomeMy WebLinkAboutF_ConcreteMixDesign_Footings_180320AirUseSlump W/CMMix
8" (+/- 1.5")0.2860885
7.75SK 3/4" SLAG WRA ADVA
1.5Footings and Walls
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 Engineering3/19/2018
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
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
Footings and Walls
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
MJA