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 # 043Y2004 Cty SON Rte 116 PM 12.1/12.1
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 # 043Y2004 Cty SON Rte 116 PM 12.1/12.1 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
06/19/2024 |
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Prime Contractor: Goodfellow Bros. California, LCC |
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Sample Taken Date: |
10/30/2023 |
Mix Design: |
B6438 |
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Contractor: Unknown |
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Structure unique identifier: |
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Structure name: Guerneville slide wall facing |
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Location of Pour: Wall facing |
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The following testing has been tested in accordance with:
ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
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| 62 |
DIME Test ID: 2023-10-30-16-1
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 | 4.00 | 4.01 | 4.01 | 12.57 | 12.63 | 12.63 | 2700 | 33930 | 33593 | 34750 | 2700.0 | 1 | 2660.0 | 2752 | 1 | 1 | 1.00 | 1.00 | 1.00 | 7 |
DIME Test ID: 2023-10-30-16-2
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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| US Units | 3 | With no density determined | 4.00 | 4.00 | 4.00 | 12.57 | 12.57 | 12.57 | 4160 | 50926 | 53219 | 52791 | 4053.0 | 1 | 4235.0 | 4201 | 1 | 1 | 1.00 | 1.00 | 1.00 | 28 |
DIME Test ID: 2023-10-30-16-3
Certified By: Spencer Adams
Test ID: 2023-10-30-16-1: Ambient 60F
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing