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 # 042640U4 Cty SON Rte 101 PM 0.9/3.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Richard Duncan |
Date Reported: |
07/23/2015 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: CONSTRUCT PETALUMA BLVD SOUTH INTERCHANGE, REPLACE PETALUMA RIVER BR |
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Prime Contractor: GHILOTTI - CC MYERS JV |
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Sample Taken Date: |
06/25/2015 |
Mix Design: |
4100A MASTERLIFE |
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Contractor: Unknown |
Location : SONOMA COUNTY IN AND NEAR PETALUMA FROM GUNN DRIVE TO ROUTE 101/116 SEPARATION AND OVERHEAD |
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Structure unique identifier: 200295 |
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Structure name: Petaluma River Bridge |
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Location of Pour: DECK SPAN 3 |
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 | 28.18 | 5.99 | 5111.6 | 144046 | 1 |
2 | 28.18 | 5.99 | 5359.8 | 151040 | 1 |
DIME Test ID: 2015-06-25-7-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5240
Age of specimen: 14 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 |
---|---|---|---|---|---|
1 | 28.18 | 5.99 | 5849.5 | 164839 | 1 |
2 | 28.09 | 5.98 | 5954.5 | 167263 | 1 |
DIME Test ID: 2015-06-25-7-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5900
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing