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: |
09/25/2014 |
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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: |
08/04/2014 |
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: |
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Structure name: |
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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 | 28.37 | 6.01 | 2897.5 | 82201 | 1 |
2 | 28.37 | 6.01 | 2834.6 | 80418 | 1 |
DIME Test ID: 2014-08-04-8642-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2870
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 |
---|---|---|---|---|---|
1 | 28.37 | 6.01 | 2900.4 | 82283 | 1 |
2 | 28.37 | 6.01 | 3314.9 | 94045 | 1 |
DIME Test ID: 2014-08-04-8642-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3110
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 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 |
---|---|---|---|---|---|
1 | 28.37 | 6.01 | 2900.4 | 82283 | 1 |
2 | 28.37 | 6.01 | 3314.9 | 94045 | 1 |
DIME Test ID: 2014-08-04-8642-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3110
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 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 |
---|---|---|---|---|---|
1 | 28.37 | 6.01 | 2900.4 | 82283 | 1 |
2 | 28.37 | 6.01 | 3314.9 | 94045 | 1 |
DIME Test ID: 2014-08-04-8642-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3110
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 14 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 |
---|---|---|---|---|---|
1 | 28.46 | 6.02 | 3865.9 | 110023 | 1 |
2 | 28.37 | 6.01 | 3913.7 | 111033 | 1 |
DIME Test ID: 2014-08-04-8642-7
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3890
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 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) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
---|---|---|---|---|
1 | 28.37 | 6.01 | 117580 | 1 |
2 | 28.37 | 6.01 | 118345 | 1 |
DIME Test ID: 2014-08-04-8642-8
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4160
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing