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 # 030F3104 Cty ED Rte 49 PM 23.6/24.5 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jeff Hamm |
Date Reported: |
06/19/2017 |
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Address: |
TL Number: |
190127 |
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City: |
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Project Name: REPLACE BRIDGE. |
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Prime Contractor: M.C.M. CONSTRUCTION, INC. |
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Sample Taken Date: |
05/08/2017 |
Mix Design: |
f718bfswh |
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Contractor: Unknown |
Location : EL DORADO COUNTY NEAR COLOMA FROM 0.1 MILE EAST OF MARSHALL ROAD TO 0.3 MILE EAST OF LOTUS ROAD |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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 | 5.96 | 27.9 | 79190 | 2838.4 | 1 |
2 | 5.97 | 27.99 | 84157 | 3006.7 | 4 |
DIME Test ID: 2017-05-08-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2920
Age of specimen: 4 days
Certified By: Mike Mullins
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 | 6.00 | 28.27 | 173304 | 6130.3 | 1 |
2 | 5.99 | 28.18 | 169523 | 6015.7 | 1 |
DIME Test ID: 2017-05-08-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6070
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 days
Certified By: Mike Mullins
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 | 6.00 | 28.27 | 1 | 6130.3 | 1 |
2 | 5.99 | 28.18 | 169523 | 6015.7 | 1 |
DIME Test ID: 2017-05-08-3-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6070
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