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 # 033E1004 Cty PLA Rte 80 PM 8.1/37.8
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 # 033E1004 Cty PLA Rte 80 PM 8.1/37.8 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Martin Clark |
Date Reported: |
10/27/2014 |
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Address: |
TL Number: |
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City: |
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Project Name: IMPROVING VERTICAL CLEARANCE |
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Prime Contractor: RGW Construction Inc |
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Sample Taken Date: |
09/29/2014 |
Mix Design: |
Z7A8543GG |
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Contractor: Unknown |
Location : PLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING |
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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 |
|---|---|---|---|---|---|
| 1 | 28.27 | 6.00 | 3097.9 | 87579 | 1 |
| 2 | 28.27 | 6.00 | 3233.1 | 91399 | 1 |
DIME Test ID: 2014-09-29-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3170
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 1 day
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 | 28.27 | 6.00 | 4113.0 | 116275 | 1 |
| 2 | 28.37 | 6.01 | 4186.5 | 118771 | 1 |
DIME Test ID: 2014-09-29-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4150
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 3 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 | 28.37 | 6.01 | 7106.7 | 201617 | 1 |
| 2 | 28.37 | 6.01 | 7257.1 | 205885 | 1 |
DIME Test ID: 2014-09-29-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7180
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