DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 033H1304 Cty ED Rte 193 PM 26.4, 26.40
Vendor #
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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 # 033H1304 Cty ED Rte 193 PM 26.4, 26.40 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Dean Elghassein |
Date Reported: |
07/06/2017 |
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Address: |
TL Number: |
190128 |
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City: |
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Project Name: Construct Soldier Pile Wall |
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Prime Contractor: Meyers and Sons Construction |
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Sample Taken Date: |
06/08/2017 |
Mix Design: |
ae080ar5wa |
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Contractor: Unknown |
Location: Approximately 0.5 miles west of Rte 49 Junction |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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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 | 6.02 | 28.46 | 81153 | 2851.5 | 1 |
| 2 | 6.02 | 28.46 | 80721 | 2836.3 | 1 |
DIME Test ID: 2017-06-08-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2840
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 | 6.02 | 28.46 | 104837 | 3683.7 | 1 |
| 2 | 6.01 | 28.37 | 107888 | 3802.9 | 1 |
DIME Test ID: 2017-06-08-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3740
Age of specimen: 7 days
Certified By: Bang Nguyen
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 | 108626 | 3816.8 | 1 |
| 2 | 6.01 | 28.37 | 108328 | 3818.4 | 1 |
DIME Test ID: 2017-06-08-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3820
Age of specimen: 11 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 | 137676 | 4837.5 | 1 |
| 2 | 6.03 | 28.56 | 137467 | 4813.3 | 1 |
DIME Test ID: 2017-06-08-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4830
Age of specimen: 28 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing