Sample Record for 2017-01-18-18
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.:
Sample Information
DIME Sample ID: 2017-01-18-18
TL Number from the TL Form: 011817RWNLCCL10
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 3 x 6 Lightwight concrete
From where was the sample collected: Job Site
Laboratory sample identification: 866-L10
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: SFI
Material Information
The concrete mix design number: na
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MIXED ON SITE
A detailed description of where the material sample was collected: TREMIE PIPE
Where the material sample would have been placed if not sampled: RW N LCC LIFT CLASS II
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 1
DIME Test ID: 2017-01-18-18-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/21/2017
Date Tested: 02/15/2017
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
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Number of specimens
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4
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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2.96 in
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Average diameter of cylinder 2
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2.98 in
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Average diameter of cylinder 3
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2.98 in
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Average diameter of cylinder 4
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2.95 in
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Cross sectional area of cylinder 1
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6.88 in^2
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Cross sectional area of cylinder 2
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6.97 in^2
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Cross sectional area of cylinder 3
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6.97 in^2
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Cross sectional area of cylinder 4
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6.83 in^2
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Compressive strength (to nearest 10 psi)
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130 psi
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Maximum load on cylinder 1
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890 lb
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Maximum load on cylinder 2
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1000 lb
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Maximum load on cylinder 3
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860 lb
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Maximum load on cylinder 4
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900 lb
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Compressive strength of cylinder 1
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129.4 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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143.5 psi
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Compressive strength of cylinder 3
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123.4 psi
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Compressive strength of cylinder 4
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131.8 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Type of fracture pattern of cylinder 4
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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no data
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Correction factor for cylinder 3
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no data
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Correction factor for cylinder 4
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no data
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Age of specimen
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28 days
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Age of specimen in hours
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no data
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