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: |
04/01/2015 |
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Address: |
TL Number: |
203429 |
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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: |
03/04/2015 |
Mix Design: |
Unknown |
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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: Unknown |
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Structure name: Unknown |
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Location of Pour: |
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
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 | 27.99 | 5.97 | 4156.1 | 116330 | 1 |
2 | 28.09 | 5.98 | 4232.0 | 118878 | 1 |
DIME Test ID: 2015-03-04-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4190
Age of specimen: 12 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
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 | 5328.5 | 150158 | 1 |
2 | 28.09 | 5.98 | 5328.9 | 149688 | 1 |
DIME Test ID: 2015-03-04-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5330
Age of specimen: 28 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing