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 # 042640F4 Cty SON Rte PM
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 # 042640F4 Cty SON Rte PM Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Gina Choi |
Date Reported: |
05/04/2022 |
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Address: |
TL Number: |
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City: |
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Project Name: |
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Prime Contractor: GHILOTTI CONSTRUCTION CO. INC. |
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Sample Taken Date: |
04/06/2022 |
Mix Design: |
3172GG-F-SRA |
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Contractor: Unknown |
Location: |
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Structure unique identifier: 20-0301 |
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Structure name: RAUC Dec Stage 3 |
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Location of Pour: Deck Stage 3 RAUC |
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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 | 5.96 | 27.9 | 190449 | 6826.0 | 1 |
| 2 | 5.96 | 27.9 | 199616 | 7155.0 | 1 |
DIME Test ID: 2022-04-06-3-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6990
Age of specimen: 28 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
| 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 | 5.96 | 27.9 | 130229 | 4668.0 | 1 |
| 2 | 5.97 | 27.99 | 128532 | 4592.0 | 1 |
DIME Test ID: 2022-04-06-3-8
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4630
Age of specimen: 7 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
| 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 | 5.96 | 27.9 | 166644 | 5973.0 | 1 |
| 2 | 5.96 | 27.9 | 162924 | 5840.0 | 1 |
DIME Test ID: 2022-04-06-3-9
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5910
Age of specimen: 12 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
| 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 | 5.97 | 27.99 | 175824 | 6281.0 | 1 |
| 2 | 5.96 | 27.9 | 167956 | 6020.0 | 1 |
DIME Test ID: 2022-04-06-3-10
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6150
Age of specimen: 21 days
Certified By: Spencer Adams
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing