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 # 033H7304 Cty SAC Rte 51 PM 5.6/5.9
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 # 033H7304 Cty SAC Rte 51 PM 5.6/5.9 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jony Tji |
Date Reported: |
08/15/2024 |
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Address: |
TL Number: |
206463 |
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City: |
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Project Name: HMA, CLASS 2 AB, RDWY EXC, RCP AND CONCRETE BARRIER. |
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Prime Contractor: MARTIN BROTHERS CONSTRUCTION |
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Sample Taken Date: |
07/18/2024 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : SACRAMENTO COUNTY IN SACRAMENTO FROM 0.1 MILE NORTH OF MARCONI AVENUE TO HOWE AVENUE |
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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 | 39637 | 3138.0 | 1 |
| 2 | 4.01 | 12.63 | 38918 | 3082.0 | 1 |
| 3 | 4.02 | 12.69 | 41620 | 3279 | 1 |
DIME Test ID: 2024-07-18-54-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3170
Age of specimen: 14 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 | 47969 | 3817.0 | 1 |
| 2 | 4.02 | 12.69 | 48602 | 3829.0 | 1 |
| 3 | 4.02 | 12.69 | 50332 | 3966 | 1 |
DIME Test ID: 2024-07-18-54-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3870
Age of specimen: 28 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