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 # 044G4504 Cty SOL Rte 780 PM 7.07 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Jolie Schneider |
Date Reported: |
06/30/2017 |
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Address: |
TL Number: |
Batch 2 |
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City: |
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Project Name: REPLACE BRIDGE TO PROVIDE STANDARD VERTICAL CLEARANCE |
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Prime Contractor: R N R CONSTRUCTION, INC. |
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Sample Taken Date: |
06/02/2017 |
Mix Design: |
js1000 |
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Contractor: Unknown |
Location: LAUREL STREET OC |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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 | 102552 | 14505.2 | 1 |
2 | 3.01 | 7.12 | 105075 | 14757.7 | 1 |
3 | 3.01 | 7.12 | 100621 | 14132.2 | 1 |
DIME Test ID: 2017-06-02-3-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 14470
Age of specimen: 3 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 | 3.02 | 7.16 | 109686 | 15319.3 | 1 |
2 | 3.03 | 7.21 | 110783 | 15365.2 | 1 |
3 | 3.03 | 7.21 | 106080 | 14712.9 | 1 |
DIME Test ID: 2017-06-02-3-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15130
Age of specimen: 4 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 | 3.00 | 7.07 | 113046 | 15989.5 | 1 |
2 | 3.00 | 7.07 | 108371 | 15328.3 | 1 |
3 | 3.02 | 7.16 | 106232 | 14836.9 | 1 |
DIME Test ID: 2017-06-02-3-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15380
Age of specimen: 5 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 | 3.03 | 7.21 | 143122 | 19850.5 | 1 |
2 | 3.04 | 7.26 | 137977 | 19005.1 | 1 |
3 | 3.03 | 7.21 | 153668 | 21313.2 | 1 |
DIME Test ID: 2017-06-02-3-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 20060
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 | 3.01 | 7.12 | 156287 | 21950.4 | 1 |
2 | 3.01 | 7.12 | 161259 | 22648.7 | 4 |
3 | 3.02 | 7.16 | 158375 | 22119.4 | 1 |
DIME Test ID: 2017-06-02-3-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 22240
Age of specimen: 28 days
Certified By: Bang Nguyen
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing