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 # 030F2804 Cty SAC Rte 99 PM 7.1/9.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Saed Masoud |
Date Reported: |
04/12/2021 |
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Address: |
TL Number: |
280595 |
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City: |
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Project Name: Dillard Overcrossing and McConnel Overhead |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
03/26/2021 |
Mix Design: |
545 |
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Contractor: Unknown |
Location: Hwy 99, Elk Grove, CA |
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Structure unique identifier: |
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Structure name: MC RW2 Footing |
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Location of Pour: |
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 |
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1 | 5.96 | 27.9 | 107995 | 3871.0 | 1 |
2 | 5.98 | 28.09 | 106563 | 3794.0 | 1 |
DIME Test ID: 2021-03-26-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3830
Age of specimen: 6 days
Certified By: Mike Mullins
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 | 5.95 | 27.81 | 107086 | 3851.0 | 1 |
2 | 5.97 | 27.99 | 109266 | 3903.0 | 1 |
DIME Test ID: 2021-03-26-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3880
Age of specimen: 7 days
Certified By: Mike Mullins
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 27.9 | 5.96 | 5114.0 | 142671 | 1 |
2 | 27.9 | 5.96 | 5369.0 | 149796 | 1 |
DIME Test ID: 2021-03-26-6-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5240
Age of specimen: 17 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing