Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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.:
DIME Sample ID: 2017-01-18-9
TL Number from the TL Form: 011817RWNLCCL9
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 3X6
From where was the sample collected: Job Site
Laboratory sample identification: 866-L9
Structure unique identifier: OCEAN BLVD TO SR 47 IN LB
Structure name: RW N LCC LIFT 9 CLASS III
The fabricator/manufacturer/facility name: NP
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: Unknown
A detailed description of where the material sample was collected: TREMIE PIPE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-01-18-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/09/2017
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:
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Unit system used?
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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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3.00 in
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Average diameter of cylinder 2
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3.00 in
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Average diameter of cylinder 3
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3.00 in
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Average diameter of cylinder 4
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3.00 in
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Cross sectional area of cylinder 1
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7.07 in^2
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Cross sectional area of cylinder 2
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7.07 in^2
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Cross sectional area of cylinder 3
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7.07 in^2
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Cross sectional area of cylinder 4
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7.07 in^2
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Compressive strength (to nearest 10 psi)
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300 psi
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Maximum load on cylinder 1
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1970 lb
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Maximum load on cylinder 2
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2090 lb
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Maximum load on cylinder 3
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2180 lb
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Maximum load on cylinder 4
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2360 lb
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Compressive strength of cylinder 1
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278.6 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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295.6 psi
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Compressive strength of cylinder 3
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308.3 psi
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Compressive strength of cylinder 4
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333.8 psi
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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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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