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 # 07288604 Cty LA Rte 710 PM 6.0-9.4
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 # 07288604 Cty LA Rte 710 PM 6.0-9.4 Vendor # |
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REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Unknown |
Date Reported: |
04/23/2018 |
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Address: |
TL Number: |
166731 |
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City: |
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Project Name: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
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Prime Contractor: Shimmick/FCC/Impregilo (SFI) JV |
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Sample Taken Date: |
02/23/2018 |
Mix Design: |
SFI-LWSBSS |
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Contractor: Unknown |
Location : Port of Long Beach (District 7) |
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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 | 6.01 | 28.37 | 216513 | 7631.8 | 4 |
| 2 | 6.00 | 28.27 | 221530 | 7836.2 | 4 |
DIME Test ID: 2018-02-23-4-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7730
Age of specimen: 56 days
Certified By: Mike Mullins
ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
| Specimen | Diameter specimen (in) | Length specimen (in) | Cross sectional area specimen (in^2) | Age specimen (days) | Static Modulus of Elasticity specimen (msi) |
|---|---|---|---|---|---|
| 1 | 6 | 12 | 28.2743 | 56 | 2.78 |
| 2 | 6.02 | 12 | 28.4631 | 56 | 2.647 |
| 3 | 6.01 | 12 | 28.3687 | 56 | 2.763 |
DIME Test ID: 2018-02-23-4-2
Number of Specimens: 3
Average Static Modulus of Elasticity: 2.73
Certified By: Mike Mullins
ASTM C496-17: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (Split Tensile Strength)
| Specimen | Diameter specimen (in) | Length specimen (in) | Maximum applied load indicated by the testing machine specimen (lbf) | Age specimen (days) | Split Tensile Strength specimen (psi) |
|---|---|---|---|---|---|
| 1 | 6.01 | 12.05 | 32360 | 56 | 285 |
| 2 | 6.01 | 12.04 | 28920 | 56 | 255 |
DIME Test ID: 2018-02-23-4-3
Number of Specimens: 2
Average Split Tensile Strength: 270
Certified By: Bang Nguyen
Test ID: 2018-02-23-4-3: sample received 3/2/18 and cured in fog room for 26 days and moved to 50/50 room per instructed by Jennifer Olarte until test 4/20/18.
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*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing