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: |
06/16/2017 |
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Address: |
TL Number: |
Unknown |
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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: |
05/19/2017 |
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 |
---|---|---|---|---|---|
1 | 3.03 | 7.21 | 105370 | 14614.4 | 1 |
2 | 3.01 | 7.12 | 106240 | 14921.3 | 1 |
3 | 3.02 | 7.16 | 111170 | 15526.5 | 1 |
DIME Test ID: 2017-05-19-2-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15020
Comment on any defect in either specimen or caps (Max 250 Characters):
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) | Type of fracture pattern of cylinder |
---|---|---|---|---|
1 | 3.01 | 7.11 | 114031 | 5 |
2 | 3.02 | 7.06 | 106907 | 2 |
3 | 3.02 | 1 | 117389 | 2 |
DIME Test ID: 2017-05-19-2-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15780
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 4 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 | 117546 | 16417.0 | 1 |
2 | 3.04 | 7.26 | 122671 | 16896.8 | 1 |
3 | 3.01 | 7.12 | 125500 | 17626.4 | 1 |
DIME Test ID: 2017-05-19-2-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 16980
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/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 | 148265 | 20823.7 | 1 |
2 | 3.01 | 7.12 | 148346 | 20835.1 | 1 |
3 | 3.02 | 7.16 | 144906 | 20238.3 | 1 |
DIME Test ID: 2017-05-19-2-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 20630
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 | 3.02 | 7.16 | 159048 | 22213.4 | 1 |
2 | 3.03 | 7.21 | 159546 | 22128.4 | 1 |
3 | 3.01 | 7.12 | 158386 | 22245.2 | 1 |
DIME Test ID: 2017-05-19-2-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 22200
Age of specimen: 28 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing