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 # 033F0404 Cty SAC Rte 5 PM 23.3 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Brent Bullard |
Date Reported: |
09/09/2015 |
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Address: |
TL Number: |
133358 |
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City: |
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Project Name: REPLACE ALL PUMP HOUSE COMPONENTS |
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Prime Contractor: ROADWAY ENGINEERING WORKS INC |
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Sample Taken Date: |
07/29/2015 |
Mix Design: |
1519161 |
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Contractor: Unknown |
Location: SACRAMENTO COUNTY ON ROUTE 5 ABOUT 1.4 MILES SOUTH OF RICHARDS BOULEVARD |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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
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 | 6.02 | 28.46 | 94112 | 3306.8 | 4 |
2 | 6.02 | 28.46 | 94676 | 3326.6 | 1 |
DIME Test ID: 2015-07-29-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3320
Age of specimen: 7 days
Certified By: Bang Nguyen
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 |
---|---|---|---|---|---|
1 | 6.00 | 28.27 | 133787 | 4732.5 | 1 |
2 | 6.00 | 28.27 | 139165 | 4922.7 | 1 |
DIME Test ID: 2015-07-29-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4830
Age of specimen: 28 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
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 |
---|---|---|---|---|---|
1 | 5.98 | 28.09 | 145041 | 5163.4 | 1 |
2 | 6.01 | 28.37 | 143066 | 5042.9 | 1 |
DIME Test ID: 2015-07-29-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5100
Age of specimen: 42 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing