Gavin Newsom, Governor |
DEPARTMENT OF TRANSPORTATIONDIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES Concrete Materials Testing Branch 5900 Folsom Blvd. Sacramento, CA 95819 916-227-7205 |
Contract # 033H1004 Cty ED Rte 50 PM 37.6, 37.60 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jarrett Woodruff |
Date Reported: |
08/17/2017 |
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Address: |
TL Number: |
133503 |
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City: |
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Project Name: Construct Soldier Pile Wall |
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Prime Contractor: Myers & Sons Construction |
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Sample Taken Date: |
07/20/2017 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 6.00 | 28.27 | 95327 | 3372.0 | 1 |
2 | 6.00 | 28.27 | 90955 | 3217.4 | 1 |
DIME Test ID: 2017-07-20-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3290
Age of specimen: 4 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 6.01 | 28.37 | 99243 | 3498.2 | 1 |
2 | 6.01 | 28.37 | 102842 | 3625.0 | 1 |
DIME Test ID: 2017-07-20-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3560
Age of specimen: 7 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 6.00 | 28.27 | 102843 | 3637.9 | 1 |
2 | 6.01 | 28.37 | 126801 | 4469.5 | 1 |
DIME Test ID: 2017-07-20-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4050
Age of specimen: 21 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 6.02 | 28.46 | 131397 | 4616.9 | 1 |
2 | 6.01 | 28.37 | 133181 | 4694.4 | 1 |
DIME Test ID: 2017-07-20-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4660
Age of specimen: 28 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing