DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 044G5104 Cty SOL Rte 80 PM 31.4,32.6
Vendor #
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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 # 044G5104 Cty SOL Rte 80 PM 31.4,32.6 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Quang Tran |
Date Reported: |
02/13/2018 |
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Address: |
TL Number: |
20181 |
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City: |
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Project Name: BRIDGE CONSTRUCTION |
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Prime Contractor: MCM CONSTRUCTION |
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Sample Taken Date: |
01/02/2018 |
Mix Design: |
na |
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Contractor: Unknown |
Location : SOLANO COUNTY IN AND NEAR VACAVILLE AT MERIDIAN ROAD OVERCROSSING AND AT MIDWAY ROAD OVERCROSSING |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: Unknown |
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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
Cured in accordance with ASTM C511
| 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 | 6.02 | 28.46 | 146011 | 5130.4 | 1 |
| 2 | 6.02 | 28.46 | 146536 | 5148.8 | 1 |
| 3 | 6.00 | 28.27 | 137894 | 4877.8 | 1 |
| 4 | 6.01 | 28.37 | 147365 | 5194.4 | 1 |
DIME Test ID: 2018-01-02-2-1
Number of specimens: 4
Compressive strength (to nearest 10 psi): 5090
Age of specimen: 14 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
Cured in accordance with ASTM C511
| 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 | 6.01 | 28.37 | 160936 | 5672.8 | 1 |
| 2 | 6.02 | 28.46 | 162518 | 5710.4 | 1 |
| 3 | 6.01 | 28.37 | 167294 | 5896.9 | 1 |
| 4 | 6.02 | 28.46 | 161077 | 5659.8 | 1 |
DIME Test ID: 2018-01-02-2-2
Number of specimens: 4
Compressive strength (to nearest 10 psi): 5730
Age of specimen: 28 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
Cured in accordance with ASTM C511
| 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 | 6.01 | 28.37 | 174496 | 6150.7 | 1 |
| 2 | 6.00 | 28.27 | 180921 | 6399.8 | 1 |
| 3 | 6.00 | 28.27 | 175157 | 6195.9 | 4 |
| 4 | 6.01 | 28.37 | 174009 | 6133.6 | 1 |
DIME Test ID: 2018-01-02-2-3
Number of specimens: 4
Compressive strength (to nearest 10 psi): 6220
Age of specimen: 42 days
Certified By: Mike Mullins
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing