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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 # 043Y0204 Cty SON Rte 1 PM 24.63/24.73, 24.65/24.65 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fabio La Serna |
Date Reported: |
09/21/2023 |
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Address: |
TL Number: |
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City: |
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Project Name: Temporary shoring systems to support underground utility installation. |
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Prime Contractor: Argonaut Constructors |
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Sample Taken Date: |
08/24/2023 |
Mix Design: |
72105003R |
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Contractor: Unknown |
Location: just north of Russian Gulch State Beach |
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Structure unique identifier: |
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Structure name: Russian Gulch Soldier Pile Wall |
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Location of Pour: Soldier Pile wall pile cap |
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The following testing has been tested in accordance with:
ASTM C1064-12: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
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| 78 |
DIME Test ID: 2023-08-24-41-1
Certified By: Lauren Lau
ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
| Unit system used? | Number of specimens | Test performed | Average diameter of cylinder 1 | Average diameter of cylinder 2 | Average diameter of cylinder 3 | Cross sectional area of cylinder 1 | Cross sectional area of cylinder 2 | Cross sectional area of cylinder 3 | Compressive strength (to nearest 10 psi) | Maximum load on cylinder 1 | Maximum load on cylinder 2 | Maximum load on cylinder 3 | Compressive strength of cylinder 1 | Type of fracture pattern of cylinder 1 | Compressive strength of cylinder 2 | Compressive strength of cylinder 3 | Type of fracture pattern of cylinder 2 | Type of fracture pattern of cylinder 3 | Correction factor for cylinder 1 | Correction factor for cylinder 2 | Correction factor for cylinder 3 | Age of specimen |
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| US Units | 3 | With no density determined | 4.02 | 4.02 | 4.02 | 12.69 | 12.69 | 12.69 | 5360 | 66537 | 69217 | 68477 | 5242.0 | 1 | 5453.0 | 5395 | 1 | 1 | 1.00 | 1.00 | 1.00 | 14 |
DIME Test ID: 2023-08-24-41-2
Certified By: Spencer Adams
ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
| Unit system used? | Number of specimens | Test performed | Average diameter of cylinder 1 | Average diameter of cylinder 2 | Average diameter of cylinder 3 | Cross sectional area of cylinder 1 | Cross sectional area of cylinder 2 | Cross sectional area of cylinder 3 | Compressive strength (to nearest 10 psi) | Maximum load on cylinder 1 | Maximum load on cylinder 2 | Maximum load on cylinder 3 | Compressive strength of cylinder 1 | Type of fracture pattern of cylinder 1 | Compressive strength of cylinder 2 | Compressive strength of cylinder 3 | Type of fracture pattern of cylinder 2 | Type of fracture pattern of cylinder 3 | Correction factor for cylinder 1 | Correction factor for cylinder 2 | Correction factor for cylinder 3 | Age of specimen |
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| US Units | 3 | With no density determined | 4.01 | 4.02 | 4.02 | 12.63 | 12.69 | 12.69 | 6010 | 79747 | 73928 | 74941 | 6314.0 | 1 | 5825.0 | 5904 | 1 | 1 | 1.00 | 1.00 | 1.00 | 28 |
DIME Test ID: 2023-08-24-41-3
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing
