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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 # 033F5604 Cty SUT Rte 20 PM 17.0/17.1,0.0/0.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Selvendran Manoharan |
Date Reported: |
10/08/2021 |
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Address: |
TL Number: |
169764 |
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City: |
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Project Name: INSTALL CAST-IN-STEEL SHELL CONCRETE PILE. |
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Prime Contractor: CALIFORNIA ENGINEERING CONTRACTORS, INC. |
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Sample Taken Date: |
08/27/2021 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : SUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD |
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Structure unique identifier: |
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Structure name: Pier 20 CISS Pile |
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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 | 4.03 | 12.76 | 48504 | 3803.0 | 1 |
| 2 | 4.03 | 12.76 | 50511 | 3960.0 | 1 |
DIME Test ID: 2021-08-27-16-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3880
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 - Sulfur Mortar Cap
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 | 4.03 | 12.76 | 53678 | 4208.0 | 1 |
| 2 | 4.03 | 12.76 | 49728 | 3899.0 | 1 |
DIME Test ID: 2021-08-27-16-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4050
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Spencer Adams
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
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 | 40844 | 3250.0 | 1 |
| 2 | 4.00 | 12.57 | 39972 | 3181.0 | 1 |
DIME Test ID: 2021-08-27-16-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3220
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 10 days
Certified By: Spencer Adams
Test ID: 2021-08-27-16-3: Sample received as a set of 2 cylinders. Break data will only be for informational use. Sample does not follow the ASTM for 4x8 cylinders, which requires a set of 3 be fabricated.
Test ID: 2021-08-27-16-4: Sample received as a set of 2 cylinders. Break data will only be for informational use. Sample does not follow the ASTM for 4x8 cylinders, which requires a set of 3 be fabricated.
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing
