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 # 042908C4 Cty ALA Rte 580 PM R8.4/R14.6
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 # 042908C4 Cty ALA Rte 580 PM R8.4/R14.6 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Eddie Dike |
Date Reported: |
10/27/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: ROADWAY WIDENING AND REHABILITATION. |
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Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
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Sample Taken Date: |
09/29/2014 |
Mix Design: |
dm0115ra |
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Contractor: Unknown |
Location : ALAMEDA COUNTY IN LIVERMORE FROM 0.1 MILE WEST OF GREENVILLE ROAD UNDERCROSSING TO 0.5 MILE WEST OF 84/580 SEPARATION |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: |
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The following testing has been tested in accordance with:
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 | 28.56 | 6.03 | 3489.6 | 99663 | 1 |
| 2 | 28.46 | 6.02 | 3418.6 | 97293 | 1 |
DIME Test ID: 2014-09-29-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3450
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Steve Wake
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing