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 # 060K4604 Cty KER Rte 46 PM 57.3/57.8,43.9/44.6 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Fernando De Alba |
Date Reported: |
04/23/2018 |
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Address: |
TL Number: |
Unknown |
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City: |
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Project Name: REALIGN ROADWAY AND CONSTRUCT NEW BRIDGE. |
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Prime Contractor: SEMA CONSTRUCTION |
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Sample Taken Date: |
03/26/2018 |
Mix Design: |
JS1000 |
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Contractor: Unknown |
Location: KERN COUNTY NEAR FAMOSO ON ROUTE 46 FROM 0.5 MILE WEST OF ROUTE 46/99 SEPARATION TO 0.1 MILE EAST OF ROUTE 46/99 SEPARATION AND ON ROUTE 99 FROM 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION TO 0.3 MILE NORTH OF ROUTE 46/99 SEPARATION |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Trial Batch |
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 | 3.00 | 7.07 | 107633 | 15223.9 | 1 |
2 | 3.01 | 7.12 | 115410 | 16209.3 | 1 |
3 | 3.00 | 7.07 | 110632 | 15648.1 | 1 |
DIME Test ID: 2018-03-26-5-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15690
Age of specimen: 3 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
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 | 3.02 | 7.16 | 117461 | 16405.2 | 1 |
2 | 3.02 | 7.16 | 120608 | 16844.7 | 1 |
3 | 3.01 | 7.12 | 118940 | 16705.1 | 1 |
DIME Test ID: 2018-03-26-5-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 16650
Age of specimen: 4 days
Certified By: Larry McCrum
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 | 3.01 | 7.12 | 164575 | 23114.5 | 4 |
2 | 3.00 | 7.07 | 163759 | 23162.5 | 4 |
3 | 3.02 | 7.16 | 173908 | 24288.8 | 4 |
DIME Test ID: 2018-03-26-5-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 23520
Age of specimen: 14 days
Certified By: Larry McCrum
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) | Type of fracture pattern of cylinder |
---|---|---|---|---|
1 | 3.01 | 7.12 | 188124 | 1 |
2 | 3.01 | 7.12 | 177296 | 1 |
3 | 3.01 | 7.12 | 189657 | 1 |
DIME Test ID: 2018-03-26-5-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 26000
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