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 # 033F0734 Cty SAC Rte 51 PM 2.0/3.5
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 # 033F0734 Cty SAC Rte 51 PM 2.0/3.5 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
John Ruzic |
Date Reported: |
11/02/2022 |
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Address: |
TL Number: |
225344 |
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City: |
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Project Name: Dredge, construct in-water foundation |
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Prime Contractor: American River Constructors |
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Sample Taken Date: |
10/05/2022 |
Mix Design: |
1615645 |
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Contractor: Unknown |
Location : |
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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 | 60198 | 4767.0 | 1 |
| 2 | 4.01 | 12.63 | 43058 | 3409.0 | 1 |
| 3 | 4.01 | 12.63 | 57076 | 4519 | 4 |
DIME Test ID: 2022-10-05-46-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4230
Age of specimen: 8 days
Certified By: Ryan Crawford
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 | 4.02 | 12.69 | 58473 | 4607.0 | 1 |
| 2 | 4.02 | 12.69 | 53707 | 4231.0 | 1 |
| 3 | 4.02 | 12.69 | 52033 | 4100 | 1 |
DIME Test ID: 2022-10-05-46-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4310
Age of specimen: 8 days
Certified By: Ryan Crawford
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 | 66863 | 5294.0 | 1 |
| 2 | 4.02 | 12.69 | 65548 | 5164.0 | 1 |
| 3 | 4.02 | 12.69 | 61170 | 4819 | 1 |
DIME Test ID: 2022-10-05-46-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5090
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
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 | 61363 | 4811.0 | 1 |
| 2 | 4.03 | 12.76 | 59885 | 4695.0 | 4 |
| 3 | 4.02 | 12.69 | 62408 | 4917 | 1 |
DIME Test ID: 2022-10-05-46-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4810
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