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 # 031F4004 Cty PLA Rte 80 PM 35.1/38.3
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 # 031F4004 Cty PLA Rte 80 PM 35.1/38.3 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Phil Zink |
Date Reported: |
06/23/2017 |
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Address: |
TL Number: |
133599 |
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City: |
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Project Name: WIDEN EASTBOUND ROADWAY |
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Prime Contractor: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION |
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Sample Taken Date: |
05/26/2017 |
Mix Design: |
na |
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Contractor: Unknown |
Location : WIDEN EASTBOUND ROADWAY |
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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 C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
| 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 | 6.01 | 28.37 | 78458 | 2765.5 | 1 |
| 2 | 6.00 | 28.27 | 74544 | 2636.9 | 1 |
DIME Test ID: 2017-05-26-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2700
Age of specimen: 7 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
Cured in accordance with ASTM C511
| 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 | 6.02 | 28.46 | 78479 | 2757.5 | 1 |
| 2 | 6.01 | 28.37 | 80839 | 2849.5 | 1 |
DIME Test ID: 2017-05-26-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2800
Age of specimen: 10 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
Cured in accordance with ASTM C511
| 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 | 6.03 | 28.56 | 90081 | 3154.1 | 1 |
| 2 | 6.03 | 28.56 | 87416 | 3060.8 | 1 |
DIME Test ID: 2017-05-26-6-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3110
Age of specimen: 21 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
Cured in accordance with ASTM C511
| 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 | 6.03 | 28.56 | 101093 | 3539.7 | 1 |
| 2 | 6.03 | 28.56 | 101333 | 3548.1 | 1 |
DIME Test ID: 2017-05-26-6-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3540
Age of specimen: 28 days
Certified By: Bang Nguyen
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing