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 # 030N3504 Cty SAC Rte 5 PM 25/28
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 # 030N3504 Cty SAC Rte 5 PM 25/28 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Joni Tji |
Date Reported: |
10/14/2024 |
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Address: |
TL Number: |
133685 |
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City: |
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Project Name: Deck rehab with RSC. New Approach Slabs. New Barriers. |
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Prime Contractor: GRANITE CONSTRUCTION |
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Sample Taken Date: |
07/14/2024 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : Br 24-0207L/R. Br 24-0068L |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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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
Cured in accordance with ASTM C511
| 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 | 4.01 | 12.63 | 77128 | 6107.0 | 2 |
| 2 | 4.02 | 12.69 | 84511 | 6658.0 | 1 |
| 3 | 4.03 | 12.76 | 84400 | 6617 | 1 |
DIME Test ID: 2024-07-14-7-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6460
Age of specimen: 3 days
Certified By: Spencer Adams
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 4.00 | 12.57 | 95940 | 7635.0 | 2 |
| 2 | 4.01 | 12.63 | 86310 | 6834.0 | 1 |
| 3 | 4.02 | 12.69 | 82377 | 6490 | 1 |
DIME Test ID: 2024-07-14-7-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6990
Age of specimen: 29 days
Certified By: Spencer Adams
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 4.00 | 12.57 | 102618 | 8166.0 | 1 |
| 2 | 4.00 | 12.57 | 112575 | 8958.0 | 1 |
| 3 | 4.00 | 12.57 | 110180 | 8768 | 1 |
DIME Test ID: 2024-07-14-7-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8630
Age of specimen: 92 days
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