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 # 033F0404 Cty SAC Rte 5 PM 23.3
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 # 033F0404 Cty SAC Rte 5 PM 23.3 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Brent Bullard |
Date Reported: |
08/25/2015 |
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Address: |
TL Number: |
133357 |
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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: |
07/14/2015 |
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 |
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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
| 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 | 28.46 | 6.02 | 3069.3 | 87353 | 1 |
| 2 | 28.46 | 6.02 | 3040.2 | 86523 | 1 |
DIME Test ID: 2015-07-14-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3050
Age of specimen: 7 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 | 3673.5 | 104217 | 1 |
| 2 | 28.37 | 6.01 | 3666.2 | 104009 | 1 |
DIME Test ID: 2015-07-14-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3670
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
| 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 | 4504.2 | 127783 | 1 |
| 2 | 28.37 | 6.01 | 4549.9 | 129081 | 1 |
DIME Test ID: 2015-07-14-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4530
Age of specimen: 28 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 | 28.56 | 6.03 | 4736.4 | 135272 | 1 |
| 2 | 28.56 | 6.03 | 4876.4 | 139269 | 1 |
DIME Test ID: 2015-07-14-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4810
Age of specimen: 42 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing