ENGEO - Cell-Crete Corporation...California Nevada Cement Association (CNCA) 24657 Via Melinda Yorba...
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GEOTECHNICAL ENVIRONMENTAL WATER RESOURCES CONSTRUCTION SERVICES 2010 Crow Canyon Place, Suite 250 San Ramon, CA 94583 (925) 866-9000 Fax (888) 279-2698 www.engeo.com Project No. 13057.000.000 August 4, 2016 Mr. Tom Tietz Executive Director California Nevada Cement Association (CNCA) 24657 Via Melinda Yorba Linda, CA 92887 Subject: CNCA Cellular Concrete Testing UNCONFINED COMPRESSION TESTING (ASTM C495) Dear Mr. Tietz: We are pleased to provide you with our test results for Unconfined Compression Testing (ASTM C495). The results are presented on the following pages. Testing Procedure Summary Test Results Summary Test Results Detail Test Results Graphs Laboratory Test Reports Young’s Modulus Graphs Test Failure Photos Thank you for the opportunity to assist you. If you have any questions, please contact me at (925) 551-1042 or [email protected]. Sincerely, ENGEO Incorporated Derek Seibold Josef Tootle, GE Laboratory Manager Principal
Transcript of ENGEO - Cell-Crete Corporation...California Nevada Cement Association (CNCA) 24657 Via Melinda Yorba...
GEOTECHNICAL ENVIRONMENTAL
WATER RESOURCES CONSTRUCTION SERVICES
2010 Crow Canyon Place, Suite 250 San Ramon, CA 94583 (925) 866-9000 Fax (888) 279-2698 www.engeo.com
Project No. 13057.000.000
August 4, 2016 Mr. Tom Tietz Executive Director California Nevada Cement Association (CNCA) 24657 Via Melinda Yorba Linda, CA 92887 Subject: CNCA Cellular Concrete Testing UNCONFINED COMPRESSION TESTING (ASTM C495) Dear Mr. Tietz: We are pleased to provide you with our test results for Unconfined Compression Testing (ASTM C495). The results are presented on the following pages. Testing Procedure Summary Test Results Summary Test Results Detail Test Results Graphs Laboratory Test Reports Young’s Modulus Graphs Test Failure Photos Thank you for the opportunity to assist you. If you have any questions, please contact me at (925) 551-1042 or [email protected]. Sincerely, ENGEO Incorporated Derek Seibold Josef Tootle, GE Laboratory Manager Principal
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 2 UNCONFINED COMPRESSION TESTING (ASTM C495) TESTING PROCEDURE SUMMARY Procedure A1: Specimens were moist cured from 2 days to 24 days at an average temperature of 22.4˚C and average humidity of 99%. At 24 days the specimens were removed from the moist cure environment and oven dried until 27 days at a constant temperature of 110˚C. At 27 days the densities of the specimens were calculated and the specimens were capped with Hydrostone gypsum cement prior to compression. Procedure A2: Specimens were moist cured from 2 days to 24 days at an average temperature of 22.4˚C and average humidity of 99%. At 24 days the specimens were removed from the moist cure environment and oven dried until 27 days at a constant temperature of 110˚C. The specimens were not capped prior to compression. Procedure B1: Specimens were moist cured from 2 days to 25 days at an average temperature of 22.4˚C and average humidity of 99%. At 25 days the specimens were removed from the moist cure environment and air dried until 28 days in accordance with ASTM C495. At 28 days the densities of the specimens were calculated and the specimens were capped with Hydrostone gypsum cement prior to compression. Procedure B2: Specimens were moist cured from 2 days to 25 days at an average temperature of 22.4˚C and average humidity of 99%. At 25 days the specimens were removed from the moist cure environment and air dried until 28 days in accordance with ASTM C495. The specimens were not capped prior to compression. Procedure C1: Specimens were moist cured from 2 days to 29 days at an average temperature of 22.7˚C and average humidity of 99%. At 29 days the specimens were removed from the moist cure environment and the densities of the specimens were calculated. The specimens were capped with Hydrostone gypsum cement prior to compression. Procedure C2: Specimens were moist cured from 2 days to 29 days at an average temperature of 22.7˚C and average humidity of 99%. At 29 days the specimens were removed from the moist cure environment and the densities of the specimens were calculated. The specimens were not capped prior to compression.
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 3 TEST RESULTS SUMMARY
Group No. No. of
Samples
Average Compressive Strength (psi)
(Mean)
Compressive Strength (psi)
Standard Deviation
Capping Condition
Drying Condition
Group 1 (A1) 10 53.2 6.03 Capped Oven Dried Group 2 (A2) 10 55.3 8.15 Uncapped Oven Dried Group 3 (B1) 10 93.0 9.14 Capped Air Dried Group 4 (B2) 10 82.0 10.05 Uncapped Air Dried Group 5 (C1) 10 73.8 5.71 Capped Un-dried Group 6 (C2) 10 57.8 6.06 Uncapped Un-dried
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 4 TEST RESULTS DETAIL
CAPPED SPECIMENS UNCAPPED SPECIMENS
Group No.
Sample ID
(Box)
Break Strength
(psi)
Cure Time
(days) Density
(pcf)
Young's Modulus
(psi) Group
No.
Sample ID
(Box)
Break Strength
(psi)
Cure Time
(days) Density
(pcf)
Young's Modulus
(psi)
1 (A1)
A1-1 54 27 18.0 13,900
2 (A2)
A1-2 63 27 18.5 18,400 A1-7 49 27 17.0 14,700 A1-8 49 27 17.0 11,800 A2-3 59 27 18.5 17,100 A2-4 51 27 17.5 14,300
A2-9 64 27 19.0 17,500 A2-10 67 27 19.0 19,400 B1-5 50 27 17.5 11,900 B1-6 46 27 17.5 12,500 B2-1 54 27 17.5 15,000 B2-2 43 27 17.0 11,200 B2-7 47 27 18.5 11,100 B2-8 68 27 19.0 14,400 C1-3 49 27 18.0 11,400 C1-4 54 27 18.5 7,200 C1-9 45 27 17.5 10,600 C1-10 54 27 18.0 12,800 C2-5 61 27 18.0 16,200 C2-6 58 27 18.5 15,800
3 (B1)
A1-3 100 28 24.5 45,400
4 (B2)
A1-4 69 28 24.5 23,300 A1-9 96 28 23.0 36,300 A1-10 83 28 22.5 25,000 A2-5 84 28 24.0 45,000 A2-6 98 28 24.5 37,000 B1-1 88 28 24.0 40,900 B1-2 65 28 22.5 18,900 B1-7 72 28 24.0 32,000 B1-8 79 28 23.0 27,300 B2-3 100 28 23.5 31,700 B2-4 79 28 22.5 21,600 B2-9 90 28 24.5 36,000 B2-10 78 28 23.5 24,000 C1-5 96 28 24.5 32,000 C1-6 90 28 24.5 30,000 C2-1 101 28 24.5 37,000 C2-2 83 28 24.0 29,200 C2-7 103 28 25.0 50,000 C2-8 96 28 25.0 41,700
5 (C1)
A1-5 65 29 29.0 27,300
6 (C2)
A1-6 58 29 28.5 23,100 A2-1 71 29 30.0 31,800 A2-2 60 29 29.5 26,100 A2-7 81 29 30.5 40,000 A2-8 61 29 30.0 12,000 B1-3 70 29 30.5 25,000 B1-4 54 29 29.5 13,200 B1-9 79 29 30.0 33,300 B1-10 65 29 28.5 13,200 B2-5 65 29 29.0 27,300 B2-6 44 29 31.0 22,500 C1-1 77 29 31.5 23,300 C1-2 58 29 30.5 14,300 C1-7 72 29 30.0 35,000 C1-8 55 29 29.0 14,700 C2-3 80 29 31.0 40,000 C2-4 67 29 29.0 19,400 C2-9 78 29 31.0 40,000 C2-10 56 29 30.5 22,200
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 5 TEST RESULTS GRAPHS
15.0
16.0
17.0
18.0
19.0
20.0
0 10 20 30 40 50 60 70 80 90 100
Den
sity
(pcf
)
Compressive Strength (psi)
Density (pcf) vs Compressive Strength (psi) at 27 Days - Oven Dried, Capped
Group 1 (A1)
15.0
16.0
17.0
18.0
19.0
20.0
0 10 20 30 40 50 60 70 80 90 100
Den
sity
(pcf
)
Compressive Strength (psi)
Density (pcf) vs Compressive Strength (psi) at 27 Days - Oven Dried, Uncapped
Group 2 (A2)
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 6
15.0
20.0
25.0
30.0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Den
sity
(pcf
)
Compressive Strength (psi)
Density (pcf) vs Compressive Strength (psi) at 28 Days - Air Dried, Capped
Group 3 (B1)
15.0
20.0
25.0
30.0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Den
sity
(pcf
)
Compressive Strength (psi)
Density (pcf) vs Compressive Strength (psi) at 28 Days - Air Dried, Uncapped
Group 4 (B2)
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 7
20.0
25.0
30.0
35.0
40.0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Den
sity
(pcf
)
Compressive Strength (psi)
Density (pcf) vs Compressive Strength (psi) at 29 Days - Un-dried, Capped
Group 5 (C1)
20.0
25.0
30.0
35.0
40.0
0 10 20 30 40 50 60 70 80 90 100
Den
sity
(pcf
)
Compressive Strength (psi)
Density (pcf) vs Compressive Strength (psi) at 29 Days - Un-dried, Uncapped
Group 6 (C2)
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
2A2-3
1.11
A2-95
19.0
6.560
5.6201.945
1
30.027
2.890
418.0
1.932Height-To-Diameter Ratio
A1-1 A1-7
1.846
0.10
1.120.8851.44
646.743
0.8910.09
California Nevada Cement Association (CNCA)
30.027
2.940
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
M. TongCalifornia Nevada Cement Association
5.410
30.027
2.930
1.25
Specimens were moist cured to 24 days at an average temperature of 22.4˚C and humidity of 99%, then removed from the curing environment and oven dried until 27 days when the samples were capped with Hyrdostone gypsum cement prior to compression.
17.030.027
2.940
1.861
FINAL TEST DATA49
6.789Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.680Height (in) 5.470
Test Age (Days)Diameter (in)
Cast Density (pcf)18.0
Cellular ConcreteCellular ConcreteCellular Concrete
0.897
546.789
Avg. Compressive Strength (psi)
5759
0.8910.11
A2-3
Test Date:
Reviewed By:
A2-9 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
A1-7
SPECIMENA1-1
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
4 4 2 2
0.12
7/19/16
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0 8.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
A1-1 A1-7 A2-3 A2-9
0
10
20
30
40
50
60
70
16.5 17.5 18.5 19.5
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
8B2-7
0.76
C1-311
18.0
6.697
5.5301.894
16
30.027
2.920
1018.5
1.858Height-To-Diameter Ratio
B1-5 B2-1
1.894
0.09
0.910.8911.47
496.743
0.8880.09
California Nevada Cement Association (CNCA)
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
17.530.027
2.930
1.809
FINAL TEST DATA54
6.743Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.480Height (in) 5.300
Test Age (Days)Diameter (in)
Cast Density (pcf)17.530.027
2.950
M. Tong
0.8940.09
5.550
30.027
2.930
0.92
Specimens were moist cured to 24 days at an average temperature of 22.4˚C and humidity of 99%, then removed from the curing environment and oven dried until 27 days when the samples were capped with Hyrdostone gypsum cement prior to compression.
Cellular ConcreteCellular ConcreteCellular Concrete
0.894
506.835
Avg. Compressive Strength (psi)
5047
California Nevada Cement Association
B2-7
Test Date:
Reviewed By:
C1-3 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
B2-1
SPECIMENB1-5
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
2 4 3 4
0.09
7/19/16
0
10
20
30
40
50
60
0.0 2.0 4.0 6.0 8.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
B1-5 B2-1 B2-7 C1-3
0
10
20
30
40
50
60
17.0 17.5 18.0 18.5 19.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
Test Date:
Reviewed By:
Strain Rate (in./min.)Porosity
Strain at Failure (%)
C2-5
SPECIMENC1-9
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens2
4 4
0.09
7/19/16
Cellular ConcreteCellular Concrete
0.891
456.697
Avg. Compressive Strength (psi)
53
0.8940.09
0.92
Specimens were moist cured to 24 days at an average temperature of 22.4˚C and humidity of 99%, then removed from the curing environment and oven dried until 27 days when the samples were capped with Hyrdostone gypsum cement prior to compression.
18.030.027
2.920
1.873
FINAL TEST DATA61
6.697Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.500Height (in) 5.470
Test Age (Days)Diameter (in)
Cast Density (pcf)17.530.027
2.920
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
M. TongCalifornia Nevada Cement Association
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
14
1.67
16
1.884Height-To-Diameter Ratio
C1-9 C2-5
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
C1-9 C2-5
0
10
20
30
40
50
60
70
17.0 17.5 18.0 18.5
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modifed)
Box NumberDensity at Time of Break (pcf)
2A2-4
1.48
A2-105
19.0
6.605
5.5601.917
1
30.027
2.900
417.5
1.858Height-To-Diameter Ratio
A1-2 A1-8
1.823
0.09
0.580.8850.91
676.789
0.8940.09
California Nevada Cement Association (CNCA)
California Nevada Cement Assocation
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
7/19/16
M. Tong
17.030.027
2.960
1.841
FINAL TEST DATA49
6.881Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.480Height (in) 5.450
Test Age (Days)Diameter (in)
Cast Density (pcf)18.530.027
2.950
0.8880.09
5.360
30.027
2.940
0.36
Specimens were moist cured to 24 days at an average temperature of 22.4˚C and humidity of 99%, then removed from the curing environment and oven dried until 27 days. Samples were not capped prior to compression.
Avg. Compressive Strength (psi)
No. of Specimens4
5 5 2 5
51
0.09
Cellular ConcreteCellular ConcreteCellular Concrete
0.898
636.835
A2-4
Test Date:
Reviewed By:
A2-10 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
A1-8
SPECIMENA1-2
Test Remarks
Fracture Type
DESCRIPTION
57
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
A1-2 A1-8 A2-4 A2-10
0
10
20
30
40
50
60
70
80
16.0 17.0 18.0 19.0 20.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
9B2-8
0.57
C1-412
18.5
6.697
5.5301.894
7
30.027
2.920
1019.0
1.901Height-To-Diameter Ratio
B1-6 B2-2
1.880
0.09
0.930.8882.18
546.697
0.8850.09
California Nevada Cement Association (CNCA)
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
17.030.027
2.920
1.818
FINAL TEST DATA43
6.697Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.550Height (in) 5.310
Test Age (Days)Diameter (in)
Cast Density (pcf)17.530.027
2.920
M. Tong
0.8940.09
5.490
30.027
2.920
1.45
Specimens were moist cured to 24 days at an average temperature of 22.4˚C and humidity of 99%, then removed from the curing environment and oven dried until 27 days. Samples were not capped prior to compression.
Cellular ConcreteCellular ConcreteCellular Concrete
0.897
466.697
Avg. Compressive Strength (psi)
5368
California Nevada Cement Association
B2-8
Test Date:
Reviewed By:
C1-4 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
B2-2
SPECIMENB1-6
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
3 3 3 5
0.09
7/19/16
0
10
20
30
40
50
60
70
80
0.0 2.0 4.0 6.0 8.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
B1-6 B2-2 B2-8 C1-4
0
10
20
30
40
50
60
70
80
16.5 17.5 18.5 19.5
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
15
1.50
13
1.843Height-To-Diameter Ratio
C1-10 C2-6
California Nevada Cement Association (CNCA)
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
18.530.027
2.930
1.840
FINAL TEST DATA58
6.743Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.400Height (in) 5.390
Test Age (Days)Diameter (in)
Cast Density (pcf)18.030.027
2.930
M. Tong
0.8910.09
0.75
Specimens were moist cured to 24 days at an average temperature of 22.4˚C and humidity of 99%, then removed from the curing environment and oven dried until 27 days. Samples were not capped prior to compression.
Cellular Concrete; Hairline fracture on top of specimen prior to compressionCellular Concrete
0.888
546.743
Avg. Compressive Strength (psi)
56
California Nevada Cement Association
Test Date:
Reviewed By:
Strain Rate (in./min.)Porosity
Strain at Failure (%)
C2-6
SPECIMENC1-10
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens2
2 2
0.09
7/19/16
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
C1-10 C2-6
0
10
20
30
40
50
60
70
17.5 18.0 18.5 19.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
3A2-5
1.09
B1-16
24.0
6.743
5.4201.850
1
30.028
2.930
424.0
1.922Height-To-Diameter Ratio
A1-3 A1-9
1.870
0.09
0.560.8554.28
886.697
0.8550.09
California Nevada Cement Association (CNCA)
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
7/20/16
M. Tong
23.030.028
2.920
1.911
FINAL TEST DATA96
6.697Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.650Height (in) 5.580
Test Age (Days)Diameter (in)
Cast Density (pcf)24.530.028
2.940
0.8520.09
5.460
30.028
2.920
0.90
Specimens were moist cured to 25 days at an average temperature of 22.4˚C and humidity of 99% and then air dried to 28 days in accordance with ASTM C495. Samples were capped with Hydrostone gypsum cement before compression.
Avg. Compressive Strength (psi)
No. of Specimens4
5 4 2 5
84
0.09
Cellular ConcreteCellular ConcreteCellular Concrete
0.861
1006.789
A2-5
Test Date:
Reviewed By:
B1-1 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
A1-9
SPECIMENA1-3
Test Remarks
Fracture Type
DESCRIPTION
92
0
20
40
60
80
100
120
0.0 2.0 4.0 6.0 8.0 10.0
Co
rre
cte
d C
om
pre
ss
ive
Str
es
s (
ps
i)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
A1-3 A1-9 A2-5 B1-1
0
20
40
60
80
100
120
22.5 23.0 23.5 24.0 24.5 25.0
Co
rre
cte
d C
om
pre
ss
ive
Str
en
gth
(p
si)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
9B2-9
1.45
C1-512
24.5
6.651
5.6001.924
7
30.028
2.910
1024.5
1.887Height-To-Diameter Ratio
B1-7 B2-3
1.833
0.09
0.380.8522.70
966.789
0.8520.09
California Nevada Cement Association (CNCA)
California Nevada Cement Assocation
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
23.530.028
2.920
1.911
FINAL TEST DATA100
6.697Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.530Height (in) 5.580
Test Age (Days)Diameter (in)
Cast Density (pcf)23.530.028
2.930
Cellular Concrete
5 5
Cellular Concrete
0.858
726.743
Avg. Compressive Strength (psi)
9090
0.8580.09
5.390
30.028
2.940
0.91
Specimens were moist cured to 25 days at an average temperature of 22.4˚C and humidity of 99% and then air dried to 28 days in accordance with ASTM C495. Samples were capped with Hydrostone gypsum cement before compression.
Cellular Concrete
B2-9
Test Date:
Reviewed By:
C1-5 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
B2-3
SPECIMENB1-7
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
3 5
0.09
7/20/16
M. Tong
0
20
40
60
80
100
120
0.0 5.0 10.0 15.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
B1-7 B2-3 B2-9 C1-5
0
20
40
60
80
100
120
23.0 23.5 24.0 24.5 25.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
15
1.10
13
1.864Height-To-Diameter Ratio
C2-1 C2-7
California Nevada Cement Association (CNCA)
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
25.030.028
2.910
1.900
FINAL TEST DATA103
6.651Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.480Height (in) 5.530
Test Age (Days)Diameter (in)
Cast Density (pcf)24.030.028
2.940
M. Tong
0.8550.09
0.73
Specimens were moist cured to 25 days at an average temperature of 22.4˚C and humidity of 99% and then air dried to 28 days in accordance with ASTM C495. Samples were capped with Hydrostone gypsum cement before compression.
Cellular ConcreteCellular Concrete
0.849
1016.789
Avg. Compressive Strength (psi)
102
California Nevada Cement Association
Test Date:
Reviewed By:
Strain Rate (in./min.)Porosity
Strain at Failure (%)
C2-7
SPECIMENC2-1
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens2
5 5
0.09
7/20/16
0
20
40
60
80
100
120
0.0 1.0 2.0 3.0 4.0 5.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
C2-1 C2-7
0
20
40
60
80
100
120
23.5 24.0 24.5 25.0 25.5
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
A2-6
Test Date:
Reviewed By:
B1-2 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
A1-10
SPECIMENA1-4
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
3 3 3 3
0.09
7/20/16
M. Tong
0.8520.09
5.470
30.028
2.900
1.09
Specimens were moist cured to 25 days at an average temperature of 22.4˚C and humidity of 99% and then air dried to 28 days in accordance with ASTM C495. Specimens were not capped prior to compression.
Cellular ConcreteCellular ConcreteCellular Concrete
0.861
696.881
Avg. Compressive Strength (psi)
7998
23.030.028
2.930
1.891
FINAL TEST DATA83
6.743Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.590Height (in) 5.540
Test Age (Days)Diameter (in)
Cast Density (pcf)24.530.028
2.960
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
1.886
0.09
0.360.8640.38
656.605
0.8520.09
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
3A2-6
0.73
B1-26
22.5
6.697
5.2701.805
1
30.028
2.920
424.5
1.889Height-To-Diameter Ratio
A1-4 A1-10
0
20
40
60
80
100
120
0.0 2.0 4.0 6.0 8.0 10.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
A1-4 A1-10 A2-6 B1-2
0
20
40
60
80
100
120
22.0 23.0 24.0 25.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
B2-10
Test Date:
Reviewed By:
C1-6 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
B2-4
SPECIMENB1-8
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
3 3 5 3
0.09
7/20/16
Cellular ConcreteCellular ConcreteCellular Concrete; Hairline fracture on top of specimen prior to compression
0.864
796.743
Avg. Compressive Strength (psi)
8178
0.8610.09
5.610
30.028
2.930
0.73
Specimens were moist cured to 25 days at an average temperature of 22.4˚C and humidity of 99% and then air dried to 28 days in accordance with ASTM C495. Specimens were not capped prior to compression.
22.530.028
2.900
1.979
FINAL TEST DATA79
6.605Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.530Height (in) 5.740
Test Age (Days)Diameter (in)
Cast Density (pcf)23.030.028
2.930
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
M. TongCalifornia Nevada Cement Association
1.915
0.09
1.250.8520.54
906.743
0.8580.09
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
9B2-10
1.06
C1-612
24.5
6.605
5.6101.934
8
30.028
2.900
1123.5
1.887Height-To-Diameter Ratio
B1-8 B2-4
0
10
20
30
40
50
60
70
80
90
100
0.0 1.0 2.0 3.0 4.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
B1-8 B2-4 B2-10 C1-6
0
10
20
30
40
50
60
70
80
90
100
22.0 23.0 24.0 25.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
Test Date:
Reviewed By:
Strain Rate (in./min.)Porosity
Strain at Failure (%)
C2-8
SPECIMENC2-2
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens2
3 5
0.09
7/20/16
M. Tong
0.8550.09
0.55
Specimens were moist cured to 25 days at an average temperature of 22.4˚C and humidity of 99% and then air dried to 28 days in accordance with ASTM C495. Specimens were not capped prior to compression.
Cellular ConcreteCellular Concrete
0.849
836.835
Avg. Compressive Strength (psi)
90
25.030.028
2.930
1.898
FINAL TEST DATA96
6.743Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.580Height (in) 5.560
Test Age (Days)Diameter (in)
Cast Density (pcf)24.030.028
2.950
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
15
0.55
14
1.892Height-To-Diameter Ratio
C2-2 C2-8
0
20
40
60
80
100
120
0.0 0.5 1.0 1.5 2.0 2.5
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
C2-2 C2-8
0
20
40
60
80
100
120
23.5 24.0 24.5 25.0 25.5
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
3A2-7
2.36
B1-36
30.5
6.697
5.5501.901
2
30.029
2.920
530.5
1.844Height-To-Diameter Ratio
A1-5 A2-1
1.955
0.09
1.240.8161.64
706.697
0.8160.09
California Nevada Cement Association (CNCA)
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
30.030.029
2.910
1.907
FINAL TEST DATA71
6.651Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.420Height (in) 5.550
Test Age (Days)Diameter (in)
Cast Density (pcf)29.030.029
2.940
Cellular Concrete
6 6
Cellular Concrete
0.819
656.789
Avg. Compressive Strength (psi)
7281
0.8250.09
5.710
30.029
2.920
2.05
Specimens were moist cured to 29 days at an average temperature of 22.7˚C and humidity of 99% and were capped with Hydrostone gypsum cement prior to compression.
Cellular Concrete
A2-7
Test Date:
Reviewed By:
B1-3 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
A2-1
SPECIMENA1-5
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
6 6
0.09
7/21/16
M. Tong
0
10
20
30
40
50
60
70
80
90
0.0 2.0 4.0 6.0 8.0 10.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
A1-5 A2-1 A2-7 B1-3
0
10
20
30
40
50
60
70
80
90
28.5 29.0 29.5 30.0 30.5 31.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
C1-1
Test Date:
Reviewed By:
C1-7 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
B2-5
SPECIMENB1-9
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
6 6
0.09
7/21/16
M. Tong
0.8190.09
5.540
30.029
2.910
2.18
Specimens were moist cured to 29 days at an average temperature of 22.7˚C and humidity of 99% and were capped with Hydrostone gypsum cement prior to compression.
Cellular ConcreteCellular Concrete
6 6
Cellular Concrete
0.825
796.697
Avg. Compressive Strength (psi)
7377
29.030.029
2.870
1.948
FINAL TEST DATA65
6.469Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.540Height (in) 5.590
Test Age (Days)Diameter (in)
Cast Density (pcf)30.030.029
2.920
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.00
CNCA
1.904
0.09
1.100.8195.69
726.651
0.8100.09
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
9C1-1
5.05
C1-712
30.0
6.789
5.5001.871
8
30.029
2.940
1131.5
1.897Height-To-Diameter Ratio
B1-9 B2-5
0
10
20
30
40
50
60
70
80
90
0.0 5.0 10.0 15.0 20.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
B1-9 B2-5 C1-1 C1-7
0
10
20
30
40
50
60
70
80
90
28.0 29.0 30.0 31.0 32.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
15
1.29
14
1.931Height-To-Diameter Ratio
C2-3 C2-9
California Nevada Cement Association (CNCA)
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
31.030.029
2.930
1.877
FINAL TEST DATA78
6.743Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.600Height (in) 5.500
Test Age (Days)Diameter (in)
Cast Density (pcf)31.030.029
2.900
Cellular Concrete
6
0.813
806.605
Avg. Compressive Strength (psi)
79
0.8130.09
1.98
Specimens were moist cured to 29 days at an average temperature of 22.7˚C and humidity of 99% and were capped with Hydrostone gypsum cement prior to compression.
Cellular Concrete
Test Date:
Reviewed By:
Strain Rate (in./min.)Porosity
Strain at Failure (%)
C2-9
SPECIMENC2-3
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens2
4
0.09
7/21/16
M. Tong
0
10
20
30
40
50
60
70
80
90
0.0 5.0 10.0 15.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
C2-3 C2-9
0
10
20
30
40
50
60
70
80
90
30.0 31.0 32.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
A2-8
Test Date:
Reviewed By:
B1-4 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
A2-2
SPECIMENA1-6
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
6 6
0.09
7/21/16
M. Tong
0.8280.09
5.530
30.029
2.930
1.73
Specimens were moist cured to 29 days at an average temperature of 22.7˚C and humidity of 99%. Specimens were not capped prior to compression.
Cellular ConcreteCellular Concrete
6 6
Cellular Concrete
0.822
586.651
Avg. Compressive Strength (psi)
5861
29.530.029
2.920
1.853
FINAL TEST DATA60
6.697Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.270Height (in) 5.410
Test Age (Days)Diameter (in)
Cast Density (pcf)28.530.029
2.910
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
1.887
0.09
1.640.8221.77
546.743
0.8190.09
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
3A2-8
1.12
B1-47
29.5
6.560
5.6901.969
2
30.029
2.890
530.0
1.811Height-To-Diameter Ratio
A1-6 A2-2
0
10
20
30
40
50
60
70
0.0 5.0 10.0 15.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
A1-6 A2-2 A2-8 B1-4
0
10
20
30
40
50
60
70
28.0 28.5 29.0 29.5 30.0 30.5
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
C1-2
Test Date:
Reviewed By:
C1-8 Cellular Concrete
Strain Rate (in./min.)Porosity
Strain at Failure (%)
B2-6
SPECIMENB1-10
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens4
6 6
0.09
7/21/16
M. Tong
0.8280.09
5.540
30.029
2.940
1.36
Specimens were moist cured to 29 days at an average temperature of 22.7˚C and humidity of 99%. Specimens were not capped prior to compression.
Cellular ConcreteCellular Concrete
6 6
Cellular Concrete
0.813
656.697
Avg. Compressive Strength (psi)
5658
31.030.029
2.930
1.925
FINAL TEST DATA44
6.743Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.200Height (in) 5.640
Test Age (Days)Diameter (in)
Cast Density (pcf)28.530.029
2.920
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
1.884
0.09
1.100.8250.73
556.789
0.8160.09
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
10C1-2
3.58
C1-813
29.0
6.789
5.5301.881
8
30.029
2.940
1130.5
1.781Height-To-Diameter Ratio
B1-10 B2-6
0
10
20
30
40
50
60
70
0.0 5.0 10.0 15.0 20.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
B1-10 B2-6 C1-2 C1-8
0
10
20
30
40
50
60
70
28.0 29.0 30.0 31.0 32.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
SPECIMENINITIAL TEST DATA
PROJECT NAME:
PROJECT NO: T. Borde
CLIENT:
LOCATION:
PHASE NO:
Test Date:
Reviewed By:
Strain Rate (in./min.)Porosity
Strain at Failure (%)
C2-10
SPECIMENC2-4
Test Remarks
Fracture Type
DESCRIPTION
No. of Specimens2
6
0.09
7/21/16
M. Tong
0.8250.09
1.61
Specimens were moist cured to 29 days at an average temperature of 22.7˚C and humidity of 99%. Specimens were not capped prior to compression.
Cellular ConcreteCellular Concrete
6
0.816
676.743
Avg. Compressive Strength (psi)
62
30.530.029
2.940
1.789
FINAL TEST DATA56
6.789Unconfined Compressive Strength (psi)
Cross-sectional Area (in.2)
5.650Height (in) 5.260
Test Age (Days)Diameter (in)
Cast Density (pcf)29.030.029
2.930
California Nevada Cement Association
3420 Fostoria Way, STE. E | San Ramon, CA 94583 | T (925) 837-2973 | F (925) 837-7938 | www.engeo.com
Tested By:
Yorba Linda, CA
10357.000.000
CNCA
California Nevada Cement Association (CNCA)
UNCONFINED COMPRESSION TEST REPORT (ASTM C495 - Modified)
Box NumberDensity at Time of Break (pcf)
16
1.34
14
1.928Height-To-Diameter Ratio
C2-4 C2-10
0
10
20
30
40
50
60
70
80
0.0 2.0 4.0 6.0 8.0
Co
rrec
ted
Co
mp
ress
ive
Str
ess
(psi
)
Axial Strain (%)
Compressive Stress Axial Strain Curve(s)
C2-4 C2-10
0
10
20
30
40
50
60
70
80
28.5 29.0 29.5 30.0 30.5 31.0
Co
rrec
ted
Co
mp
ress
ive
Str
eng
th (
psi
)
Density at Time of Break (pcf)
Compressive Strength vs Density at Time of Break
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 26
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-7 Young's Modulus - 14,700 psi
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-5 Young's Modulus - 11,900 psi
0
10
20
30
40
50
60
70
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-3 Young's Modulus - 17,100 psi
0
10
20
30
40
50
60
70
80
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-9 Young's Modulus - 17,500 psi
0
10
20
30
40
50
60
70
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-1 Young's Modulus - 15,000 psi
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-1 Young's Modulus - 13,900 psi
YOUNG’S MODULUS GRAPHS
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 27
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-9 Young's Modulus - 10,600 psi
0
10
20
30
40
50
60
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
B2-7 Young's Modulus - 11,100 psi
0
10
20
30
40
50
60
70
80
0.0 0.5 1.0 1.5 2.0 2.5
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-2 Young's Modulus - 18,400 psi
0
10
20
30
40
50
60
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-3 Young's Modulus - 11,400 psi
0
10
20
30
40
50
60
70
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-5 Young's Modulus - 16,200 psi
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-8 Young's Modulus - 11,800 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 28
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-6 Young's Modulus - 12,500 psi
0
10
20
30
40
50
60
70
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
A2-4 Young's Modulus - 14,300 psi
0
10
20
30
40
50
60
70
80
0.0 0.5 1.0 1.5 2.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-8 Young's Modulus - 14,400 psi
0
10
20
30
40
50
60
70
80
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-10 Young's Modulus - 19,400 psi
0
10
20
30
40
50
60
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-2 Young's Modulus - 11,200 psi
0
10
20
30
40
50
60
70
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-4 Young's Modulus - 7,200 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 29
0
20
40
60
80
100
120
0.0 1.0 2.0 3.0 4.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-3 Young's Modulus - 45,400 psi
0
10
20
30
40
50
60
70
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
C1-10 Young's Modulus - 12,800 psi
0
10
20
30
40
50
60
70
80
90
100
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-5 Young's Modulus - 45,000 psi
0
10
20
30
40
50
60
70
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-6 Young's Modulus - 15,800 psi
0
20
40
60
80
100
120
0.0 0.5 1.0 1.5 2.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-9 Young's Modulus - 36,300 psi
0
10
20
30
40
50
60
70
80
90
100
0.0 2.0 4.0 6.0 8.0 10.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-1 Young's Modulus - 40,900 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 30
0
10
20
30
40
50
60
70
80
90
100
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-9 Young's Modulus - 36,000 psi
0
10
20
30
40
50
60
70
80
90
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
B1-7 Young's Modulus - 32,000 psi
0
20
40
60
80
100
120
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-1 Young's Modulus - 37,000 psi
0
20
40
60
80
100
120
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-3 Young's Modulus - 31,700 psi
0
20
40
60
80
100
120
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-5 Young's Modulus - 32,000 psi
0
20
40
60
80
100
120
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-7 Young's Modulus - 50,000 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 31
0
20
40
60
80
100
120
0.0 0.5 1.0 1.5 2.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-6 Young's Modulus - 37,000 psi
0
10
20
30
40
50
60
70
80
0.0 2.0 4.0 6.0 8.0 10.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
A1-4 Young's Modulus - 23,300 psi
0
10
20
30
40
50
60
70
80
90
100
0.0 1.0 2.0 3.0 4.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-8 Young's Modulus - 27,300 psi
0
10
20
30
40
50
60
70
80
90
100
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-10 Young's Modulus - 25,000 psi
0
10
20
30
40
50
60
70
80
0.0 0.5 1.0 1.5 2.0 2.5
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-2 Young's Modulus - 18,900 psi
0
10
20
30
40
50
60
70
80
90
0.0 0.5 1.0 1.5 2.0 2.5
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-4 Young's Modulus - 21,600 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 32
0
10
20
30
40
50
60
70
80
90
0.0 0.5 1.0 1.5 2.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-2 Young's Modulus - 29,200 psi
0
10
20
30
40
50
60
70
80
90
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
B2-10 Young's Modulus - 24,000 psi
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0 8.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-5 Young's Modulus - 27,300 psi
0
10
20
30
40
50
60
70
80
90
100
0.0 1.0 2.0 3.0 4.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-6 Young's Modulus - 30,000 psi
0
20
40
60
80
100
120
0.0 0.5 1.0 1.5 2.0 2.5
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-8 Young's Modulus - 41,700 psi
0
10
20
30
40
50
60
70
80
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-1 Young's Modulus - 31,800 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 33
0
10
20
30
40
50
60
70
80
90
0.0 2.0 4.0 6.0 8.0 10.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-9 Young's Modulus - 33,300 psi
0
10
20
30
40
50
60
70
80
90
0.0 2.0 4.0 6.0 8.0 10.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
A2-7 Young's Modulus - 40,000 psi
0
10
20
30
40
50
60
70
80
90
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-1 Young's Modulus - 23,300 psi
0
10
20
30
40
50
60
70
80
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-3 Young's Modulus - 25,000 psi
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-5 Young's Modulus - 27,300 psi
0
10
20
30
40
50
60
70
80
0.0 5.0 10.0 15.0 20.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-7 Young's Modulus - 35,000 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 34
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A1-6 Young's Modulus - 23,100 psi
0
10
20
30
40
50
60
70
80
90
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
C2-3 Young's Modulus - 40,000 psi
0
10
20
30
40
50
60
70
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-8 Young's Modulus - 12,000 psi
0
10
20
30
40
50
60
70
80
90
0.0 5.0 10.0 15.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-9 Young's Modulus - 40,000 psi
0
10
20
30
40
50
60
70
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
A2-2 Young's Modulus - 26,100 psi
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B1-4 Young's Modulus - 13,200 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 TESTING PROCEDURE SUMMARY Page 35
0
10
20
30
40
50
60
70
0.0 1.0 2.0 3.0 4.0 5.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-2 Young's Modulus - 14,300 psi
0
10
20
30
40
50
60
70
80
0.0 2.0 4.0 6.0 8.0 10.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
) Axial Strain (%)
B1-10 Young's Modulus - 13,200 psi
0
10
20
30
40
50
60
70
80
0.0 1.0 2.0 3.0 4.0 5.0 6.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-4 Young's Modulus - 19,400 psi
0
5
10
15
20
25
30
35
40
45
50
0.0 5.0 10.0 15.0 20.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
B2-6 Young's Modulus - 22,500 psi
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C1-8 Young's Modulus - 14,700 psi
0
10
20
30
40
50
60
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0
Cor
rect
ed C
ompr
essi
ve S
tress
(psi
)
Axial Strain (%)
C2-10 Young's Modulus - 22,200 psi
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 36 FAILURE PICTURES Group 1 (A1)
A1-1
A1-7
A2-3
A2-9
B1-5 B2-1
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 37
B2-7
C1-3
C1-9
C2-5
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 38 Group 2 (A2)
A1-2
A1-8
A2-4
A2-10
B1-6
B2-2
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 39
B2-8
C1-4
C1-10
C2-6
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 40 Group 3 (B1)
A1-3
A1-9
A2-5
B1-1
B1-7 B2-3
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 41
B2-9
C1-5
C2-1
C2-7
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 42 Group 4 (B2)
A1-4
A1-10
A2-6
B1-2
B1-8 B2-4
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 43
B2-10
C1-6
C2-2 C2-8
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 44 Group 5 (C1)
A1-5
A2-1
A2-7
B1-3
B1-9
B2-5
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 45
C1-1
C1-7
C2-3 C2-9
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 46 Group 6 (C2)
A1-6
A2-2
A2-8
B1-4
B1-10
B2-6
California Nevada Cement Association (CNCA) 13057.000.000 CNCA Cellular Concrete Testing August 4, 2016 UNCONFINED COMPRESSION TESTING (ASTM C495) Page 47
C1-2
C1-8
C2-4
C2-10
