Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-I-15,SR-91-6.1-7.6
Work Description: I-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location Description: Junction of I-15 and SR-91 in Corona, CA
Contractor Name: Myers-Rados Joint Venture
Contractor Address: 629 N. Main Street, Suite C3, Corona, CA 92878
Resident Engineer: Roy Fisher Structure Rep.: Alhakem Alina
DIME Sample ID: 2022-08-29-50
TL Number from the TL Form: 1
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: 08/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2022
The quantity of what the sample constitutes: 4
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Source
Laboratory sample identification: 1026-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Myers - Rados Joint Venture
The concrete mix design number: 1622748
The truck number from where the sample was collected: 10071450
The batch plant ticket number from where the sample was collected: 30415852
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 15 91 Frame 1 - Stem and Soffit
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-08-29-50-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 09/26/2022
Date Tested: 09/26/2022
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: (909) 829-3029
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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2
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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6760 psi
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Average diameter of cylinder 1
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5.99 in
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Average diameter of cylinder 2
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5.98 in
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Compressive strength of cylinder 1
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6729.1 psi
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Compressive strength of cylinder 2
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6782.3 psi
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Maximum load on cylinder 1
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189625 lb
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Maximum load on cylinder 2
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190515 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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2
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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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1
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Age of specimen
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28 days
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