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 # 030G0304 Cty ED Rte 50 PM VAR
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 # 030G0304 Cty ED Rte 50 PM VAR Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Veera Nanugonda |
Date Reported: |
08/05/2016 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: RESURFACE BRIDGE DECKS, JOINT SEALS, CONCRETE BARRIER AND SLABS. |
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Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
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Sample Taken Date: |
07/08/2016 |
Mix Design: |
SF718CFSTO |
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Contractor: Unknown |
Location : IN EL DORADO AND PLACER COUNTIES ATVARIOUS LOCATIONS (FED SPES NUMBER 00PE015) |
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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 | 6.01 | 28.37 | 118162 | 4165.0 | 1 |
| 2 | 6.00 | 28.27 | 111208 | 3933.8 | 1 |
DIME Test ID: 2016-07-08-6-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4050
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 | 5.97 | 27.99 | 144293 | 5155.2 | 1 |
| 2 | 5.97 | 27.99 | 144816 | 5173.8 | 1 |
DIME Test ID: 2016-07-08-6-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5160
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 | 5.98 | 28.09 | 159886 | 5691.9 | 1 |
| 2 | 5.98 | 28.09 | 170410 | 6066.6 | 1 |
DIME Test ID: 2016-07-08-6-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5880
Age of specimen: 28 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