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 # 031H9904 Cty PLA Rte 80 PM 68.3/69.7,0.0/R2.7 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Randie Babbini |
Date Reported: |
08/22/2024 |
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Address: |
TL Number: |
084201 |
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City: |
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Project Name: RDWY EXC, PLACE HMA & JPCP, SLAB REPLACEMENT & POLYESTER CONC OVERLAY. |
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Prime Contractor: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION |
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Sample Taken Date: |
07/25/2024 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location : PLACER AND NEVADA COUNTIES NEAR KINGVALE FROM 0.3 MILE WEST OF TROY UNDERCROSSING TO 0.2 MILE EAST OF SODA SPRINGS OVERCROSSING |
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Structure unique identifier: |
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Structure name: |
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Location of Pour: |
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 |
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1 | 4.01 | 12.63 | 39748 | 3147.0 | 1 |
2 | 4.01 | 12.63 | 40650 | 3219.0 | 1 |
3 | 4.01 | 12.63 | 42042 | 3329 | 1 |
DIME Test ID: 2024-07-25-17-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3230
Age of specimen: 7 days
Certified By: Spencer Adams
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 | 4.01 | 12.63 | 55947 | 4430.0 | 1 |
2 | 4.02 | 12.69 | 50759 | 3999.0 | 1 |
3 | 4.01 | 12.63 | 55432 | 4389 | 1 |
DIME Test ID: 2024-07-25-17-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4270
Age of specimen: 28 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing