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: |
133686 |
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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 | 4.00 | 12.57 | 76924 | 6121.0 | 1 |
| 2 | 4.01 | 12.63 | 82594 | 6540.0 | 1 |
| 3 | 4.01 | 12.63 | 88164 | 6981 | 1 |
DIME Test ID: 2024-07-14-8-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6550
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 | 89635 | 7133.0 | 1 |
| 2 | 4.00 | 12.57 | 91539 | 7284.0 | 1 |
| 3 | 4.01 | 12.63 | 80362 | 6363 | 1 |
DIME Test ID: 2024-07-14-8-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6930
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 | 4.01 | 12.63 | 103868 | 8224.0 | 1 |
| 2 | 4.00 | 12.57 | 106286 | 8458.0 | 1 |
| 3 | 4.01 | 12.63 | 108743 | 8610 | 1 |
DIME Test ID: 2024-07-14-8-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 8430
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