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: |
06/05/2017 |
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Address: |
TL Number: |
085422 |
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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: |
05/08/2017 |
Mix Design: |
hbe6565 |
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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 | 6.02 | 28.46 | 88686 | 3116.2 | 1 |
| 2 | 6.03 | 28.56 | 87570 | 3066.2 | 1 |
DIME Test ID: 2017-05-08-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3090
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 | 5.99 | 28.18 | 97408 | 3456.6 | 1 |
| 2 | 5.97 | 27.99 | 98232 | 3509.5 | 1 |
DIME Test ID: 2017-05-08-4-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3480
Age of specimen: 14 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 | 110888 | 3882.6 | 1 |
| 2 | 6.03 | 28.56 | 111658 | 3909.6 | 1 |
DIME Test ID: 2017-05-08-4-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3900
Age of specimen: 22 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
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 | 111258 | 3909.3 | 1 |
| 2 | 6.02 | 28.46 | 106113 | 3728.5 | 1 |
DIME Test ID: 2017-05-08-4-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3820
Age of specimen: 28 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing