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: |
11/04/2014 |
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Address: |
TL Number: |
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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: |
10/07/2014 |
Mix Design: |
701865 |
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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 | 3398.5 | 95123 | 1 |
2 | 28.09 | 5.98 | 3405.4 | 95659 | 1 |
DIME Test ID: 2014-10-07-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3400
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 7 days
Certified By: Mike Mullins
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 | 28.46 | 6.02 | 3809.3 | 108414 | 1 |
2 | 28.37 | 6.01 | 3734.3 | 105941 | 1 |
DIME Test ID: 2014-10-07-5-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3770
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 days
Certified By: Larry McCrum
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 | 28.18 | 5.99 | 4081.4 | 115014 | 1 |
2 | 28.18 | 5.99 | 4199.7 | 118347 | 1 |
DIME Test ID: 2014-10-07-5-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4140
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: She Vang
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing