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 # 043Y5004 Cty SM Rte 84 PM 17.9, 17.9/17.9, 17.01/18.76 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fred Booshehri |
Date Reported: |
02/20/2024 |
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Address: |
TL Number: |
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City: |
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Project Name: Emergency slide repair on HWY 84 in Woodside |
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Prime Contractor: Joseph J. Albanese, Inc |
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Sample Taken Date: |
01/22/2024 |
Mix Design: |
D10115EA |
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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: Concrete Waler |
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 | 4.01 | 12.63 | 41221 | 3264.0 | 1 |
2 | 4.01 | 12.63 | 43752 | 3464.0 | 1 |
3 | 4.01 | 12.63 | 42908 | 3397 | 1 |
DIME Test ID: 2024-01-22-3-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3380
Age of specimen: 7 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
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 | 63689 | 5018.0 | 1 |
2 | 4.01 | 12.63 | 65772 | 5208.0 | 1 |
DIME Test ID: 2024-01-22-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5110
Age of specimen: 29 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
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 | 41221 | 3264.0 | 1 |
2 | 4.01 | 12.63 | 43752 | 3464.0 | 1 |
3 | 4.01 | 12.63 | 42908 | 3397 | 1 |
DIME Test ID: 2024-01-22-3-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3380
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 6 days
Certified By: Spencer Adams
Test ID: 2024-01-22-3-3: Age of specimen changed to 6 days.
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing