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 # 042640K4 Cty Rte PM Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Richard Duncan |
Date Reported: |
06/04/2015 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: |
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Prime Contractor: GHILOTTI-MYERS JV |
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Sample Taken Date: |
04/23/2015 |
Mix Design: |
4700P |
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Contractor: Unknown |
Location: |
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Structure unique identifier: 20195 |
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Structure name: Petaluma River Bridge |
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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 | 28.37 | 6.01 | 3942.5 | 111850 | 1 |
2 | 28.27 | 6.00 | 3808.3 | 107660 | 1 |
DIME Test ID: 2015-04-23-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3880
Age of specimen: 4 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 | 6167.9 | 173812 | 1 |
2 | 28.27 | 6.00 | 6074.7 | 171731 | 1 |
DIME Test ID: 2015-04-23-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6120
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 11 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 | 28.37 | 6.01 | 7383.5 | 209471 | 1 |
2 | 28.18 | 5.99 | 7475.9 | 210672 | 1 |
DIME Test ID: 2015-04-23-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7430
Age of specimen: 29 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 | 28.27 | 6.00 | 8071.8 | 228190 | 1 |
2 | 28.27 | 6.00 | 8300.0 | 234641 | 1 |
DIME Test ID: 2015-04-23-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8190
Age of specimen: 42 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing