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 # 04235844 Cty SM Rte 101 PM 16.3/17.06
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 # 04235844 Cty SM Rte 101 PM 16.3/17.06 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Douglas Inori |
Date Reported: |
11/19/2015 |
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Address: |
TL Number: |
055098 |
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City: |
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Project Name: RECONSTRUCT OVERCROSSING, RETAINING WALLS, GROUND IMPROVEMENT, |
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Prime Contractor: GHILOTTI CONSTRUCTION COMPANY |
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Sample Taken Date: |
10/22/2015 |
Mix Design: |
57C800 |
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Contractor: Unknown |
Location : BURLINGAME |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: retaining wall 205 barrier slab coping |
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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 |
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| 1 | 6.00 | 28.27 | 159860 | 5654.8 | 1 |
| 2 | 6.01 | 28.37 | 174383 | 6146.7 | 1 |
DIME Test ID: 2015-10-22-11-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5900
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