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 # 033F9204 Cty NEV Rte 80 PM 19.1,27.4
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 # 033F9204 Cty NEV Rte 80 PM 19.1,27.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Timothy Crosby |
Date Reported: |
07/17/2018 |
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Address: |
TL Number: |
175002 |
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City: |
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Project Name: REPLACE SAND AND SALT HOUSES. |
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Prime Contractor: PNP CONSTRUCTION, INC. |
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Sample Taken Date: |
06/19/2018 |
Mix Design: |
65417 |
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Contractor: Unknown |
Location: NEVADA COUNTY IN TRUCKEE AT THE DONNER PASS INSPECTION FACILITY AND AT FLORISTON AT THE FLORISTON SAND AND SALT HOUSES |
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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
| 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 | 76162 | 2694.1 | 1 |
| 2 | 6.00 | 28.27 | 73662 | 2605.7 | 1 |
DIME Test ID: 2018-06-19-8-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2650
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
| 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 | 94194 | 3320.2 | 1 |
| 2 | 6.02 | 28.46 | 101445 | 3564.5 | 1 |
DIME Test ID: 2018-06-19-8-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3440
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
| 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 | 118776 | 4158.8 | 1 |
| 2 | 6.01 | 28.37 | 122612 | 4321.9 | 1 |
DIME Test ID: 2018-06-19-8-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4240
Age of specimen: 28 days
Certified By: Larry McCrum
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*Subject to final inspection by the Resident Engineer. |
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TL- Report of Laboratory Testing