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 # Cty YOL 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 # Cty YOL Rte PM Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
01/19/2021 |
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Address: |
TL Number: |
225304 |
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City: |
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Project Name: Type 86H Concrete Bridge Rail |
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Prime Contractor: Not set |
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Sample Taken Date: |
11/24/2020 |
Mix Design: |
Z5685210 |
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Contractor: Unknown |
Location : Caltrans Dynamic Test Facility |
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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 | 5.98 | 28.09 | 113412 | 4038.0 | 1 |
| 2 | 5.97 | 27.99 | 112033 | 4002.0 | 1 |
DIME Test ID: 2020-11-24-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4020
Age of specimen: 7 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
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 | 5.96 | 27.9 | 132311 | 4743.0 | 1 |
| 2 | 5.97 | 27.99 | 136448 | 4874.0 | 1 |
DIME Test ID: 2020-11-24-7-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4810
Age of specimen: 14 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
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 | 5.97 | 27.99 | 145741 | 5206.0 | 1 |
| 2 | 5.96 | 27.9 | 147804 | 5298.0 | 1 |
DIME Test ID: 2020-11-24-7-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5250
Age of specimen: 28 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
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 | 5.97 | 27.99 | 158445 | 5660.0 | 1 |
| 2 | 5.96 | 27.9 | 163282 | 5853.0 | 1 |
DIME Test ID: 2020-11-24-7-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5760
Age of specimen: 56 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing