DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 030H26U4 Cty PLA Rte 65 PM R5.0/R6.6
Vendor #
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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 # 030H26U4 Cty PLA Rte 65 PM R5.0/R6.6 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jeff Johnson |
Date Reported: |
07/24/2018 |
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Address: |
TL Number: |
204253 |
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City: |
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Project Name: NORTHBOUND WIDENING AND RAMP IMPROVEMENTS. |
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Prime Contractor: FLATIRON WEST INC |
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Sample Taken Date: |
06/12/2018 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : PLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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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 | 5.95 | 27.81 | 129332 | 4650.6 | 1 |
| 2 | 5.97 | 27.99 | 136674 | 4883.0 | 1 |
DIME Test ID: 2018-06-12-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4770
Age of specimen: 7 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 | 5.99 | 28.18 | 177478 | 6298.0 | 1 |
| 2 | 5.98 | 28.09 | 173999 | 6194.3 | 1 |
DIME Test ID: 2018-06-12-7-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6250
Comment on any defect in either specimen or caps (Max 250 Characters):
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
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 | 6.01 | 28.37 | 193525 | 6821.5 | 1 |
| 2 | 6.00 | 28.27 | 205619 | 7273.4 | 1 |
DIME Test ID: 2018-06-12-7-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7050
Age of specimen: 28 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 | 5.97 | 27.99 | 228358 | 8158.6 | 1 |
| 2 | 5.97 | 27.99 | 211874 | 7569.6 | 1 |
DIME Test ID: 2018-06-12-7-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7860
Age of specimen: 42 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing