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 # 030F2204 Cty ED Rte 50 PM R30.7/R31.7
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 # 030F2204 Cty ED Rte 50 PM R30.7/R31.7 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jarrett Woodruff |
Date Reported: |
11/19/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: REPLACE BRIDGE. |
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Prime Contractor: VIKING CONSTRUCTION COMPANY, INC. |
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Sample Taken Date: |
10/22/2014 |
Mix Design: |
SF718AFST0 |
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Contractor: Unknown |
Location : SLY PARK UNDERCROSSING |
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Structure unique identifier: 25 0042 |
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Structure name: Sly Park Rd UC |
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Location of Pour: |
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The following testing has been tested in accordance with:
ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
| Temperature |
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| 66 |
DIME Test ID: 2014-10-22-1-1
Certified By: Brandon Miller
ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
| Slump |
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| 8.5 |
DIME Test ID: 2014-10-22-1-2
Certified By: Brandon Miller
ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
| Air content |
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| 5.3 |
DIME Test ID: 2014-10-22-1-3
Certified By: Brandon Miller
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 28.27 | 6.00 | 2200.4 | 62206 | 1 |
| 2 | 28.27 | 6.00 | 2109.3 | 59631 | 1 |
DIME Test ID: 2014-10-22-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2150
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 2 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
Cured in accordance with ASTM C511
| 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 | 27.9 | 5.96 | 3159.5 | 88149 | 1 |
| 2 | 27.9 | 5.96 | 3145.5 | 87760 | 1 |
DIME Test ID: 2014-10-22-1-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3150
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 5 days
Certified By: Steve Wake
ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 28.09 | 5.98 | 5403.8 | 151793 | 2 |
| 2 | 28.09 | 5.98 | 5404.2 | 151805 | 1 |
DIME Test ID: 2014-10-22-1-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5400
Age of specimen: 28 days
Certified By: She Vang
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing