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 # 100X2104 Cty ALP Rte 70 PM Var Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Colin Doran |
Date Reported: |
12/24/2014 |
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Address: |
TL Number: |
189006 |
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City: |
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Project Name: CONSTRUCT WASH BUILDINGS. |
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Prime Contractor: TRICON AQUATICS |
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Sample Taken Date: |
11/26/2014 |
Mix Design: |
na |
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Contractor: Unknown |
Location: ALPINE, AMADOR, AND CALAVERAS COUNTIES AT VARIOUS LOCATIONS |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
The following testing has been tested in accordance with:
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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1 | 27.99 | 5.97 | 3466.0 | 97014 | 1 |
2 | 27.99 | 5.97 | 3346.7 | 93675 | 1 |
DIME Test ID: 2014-11-26-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3410
Age of specimen: 7 days
Certified By: She Vang
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 27.99 | 5.97 | 3067.5 | 85859 | 1 |
2 | 28.09 | 5.98 | 3914.7 | 109963 | 1 |
DIME Test ID: 2014-11-26-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3490
Age of specimen: 14 days
Certified By: She Vang
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Cross sectional area of cylinder (in^2) | Average diameter of cylinder (in) | Compressive strength of cylinder (psi) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
---|---|---|---|---|---|
1 | 28.09 | 5.98 | 4407.0 | 123794 | 1 |
2 | 28.09 | 5.98 | 4434.7 | 124570 | 1 |
DIME Test ID: 2014-11-26-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4420
Age of specimen: 28 days
Certified By: She Vang
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing