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 # 030F2804 Cty SAC Rte 99 PM 7.1/9.4 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Saed Masoud |
Date Reported: |
06/02/2021 |
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Address: |
TL Number: |
197310 |
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City: |
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Project Name: Dillard Overcrossing and McConnel Overhead |
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Prime Contractor: GRANITE CONSTRUCTION COMPANY |
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Sample Taken Date: |
05/05/2021 |
Mix Design: |
201 |
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Contractor: Unknown |
Location: Hwy 99, Elk Grove, CA |
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Structure unique identifier: |
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Structure name: RW Type 5 |
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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 |
---|---|---|---|---|---|
1 | 4.01 | 12.63 | 41383 | 3277.0 | 1 |
2 | 4.01 | 12.63 | 41395 | 3278.0 | 1 |
3 | 4.02 | 12.69 | 39170 | 3086 | 1 |
DIME Test ID: 2021-05-05-13-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3210
Age of specimen: 2 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 | 3.99 | 12.5 | 53812 | 4304.0 | 1 |
2 | 4.00 | 12.57 | 53567 | 4263.0 | 1 |
3 | 4.00 | 12.57 | 52079 | 4144 | 1 |
DIME Test ID: 2021-05-05-13-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4240
Age of specimen: 5 days
Certified By: Mike Mullins
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
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 | 4.00 | 12.57 | 67135 | 5340.9 | 1 |
2 | 4.00 | 12.57 | 66931 | 5324.7 | 1 |
3 | 4.00 | 12.57 | 69300 | 5513.1 | 1 |
DIME Test ID: 2021-05-05-13-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5390
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing