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 # 033H3304 Cty YOL Rte 50 PM 2.5/3.2,L0.0/18.3 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jody Phillips |
Date Reported: |
12/16/2022 |
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Address: |
TL Number: |
133678 |
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City: |
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Project Name: INSTALL CMS, FIBER OPTIC CABLE SYSTEMS AND CAMERA SYSTEMS. |
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Prime Contractor: STUDEBAKER BROWN ELECTRIC, INC. |
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Sample Taken Date: |
09/16/2022 |
Mix Design: |
CT675WET |
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Contractor: Unknown |
Location: YOLO COUNTY AND SACRAMENTO COUNTY ON ROUTE 50 FROM JEFFERSON BOULEVARD TO 1.3 MILES EAST OF FOLSOM BOULEVARD |
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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
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 | 4.03 | 12.76 | 80137 | 6283.0 | 4 |
2 | 4.01 | 12.63 | 76465 | 6055.0 | 4 |
3 | 4.02 | 12.69 | 76741 | 6046 | 4 |
DIME Test ID: 2022-09-16-22-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6130
Age of specimen: 14 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
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 | 76823 | 6083.0 | 4 |
2 | 4.01 | 12.63 | 76906 | 6089.0 | 4 |
3 | 4.02 | 12.69 | 76865 | 6056 | 4 |
DIME Test ID: 2022-09-16-22-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6080
Age of specimen: 28 days
Certified By: Phillip Montes
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 | 4.02 | 12.69 | 92010 | 7249.0 | 4 |
2 | 4.01 | 12.63 | 99315 | 7864.0 | 4 |
3 | 4.01 | 12.63 | 96466 | 7638 | 1 |
DIME Test ID: 2022-09-16-22-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7580
Age of specimen: 91 days
Certified By: Spencer Adams
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing