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: |
05/25/2017 |
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Address: |
TL Number: |
190125 |
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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: |
04/27/2017 |
Mix Design: |
F718AFSTO |
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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
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 | 5.97 | 27.99 | 107504 | 3840.8 | 1 |
2 | 5.97 | 27.99 | 100860 | 3603.4 | 1 |
DIME Test ID: 2017-04-27-8-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3720
Age of specimen: 8 days
Certified By: Bang Nguyen
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 | 5.97 | 27.99 | 109405 | 3908.7 | 1 |
2 | 5.99 | 28.18 | 119110 | 4226.8 | 1 |
DIME Test ID: 2017-04-27-8-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4070
Age of specimen: 14 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
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 | 5.99 | 28.18 | 119721 | 4248.4 | 1 |
2 | 5.98 | 28.09 | 120514 | 4290.3 | 1 |
DIME Test ID: 2017-04-27-8-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4270
Age of specimen: 21 days
Certified By: Bang Nguyen
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 | 5.99 | 28.18 | 127417 | 4521.5 | 1 |
2 | 5.98 | 28.09 | 122593 | 4364.3 | 1 |
DIME Test ID: 2017-04-27-8-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4440
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing