Sample Record for 2024-06-11-65
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995535 DEA: 120T8704 EFIS: 1222000110
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,57-30.3/39.6,10.7/21.8
Work Description: APPLY METHACRYLATE, POLYESTER CONCRETE, AND REPLACE JOINT SEALS.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS ON ROUTE 5 FROM ROUTE 5/55 SEPARATION TO EUCLID STREET OVERCROSSING AND ON ROUTE 57 FROM ROUTE 5/57 SEPARATION TO TONNER CANYON ROAD UNDERCROSSING
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W. 23rd Street, Temple, AZ 85282
Resident Engineer: Karim Ahmed Structure Rep.: Bijan Ronagh-Langroodi
Sample Information
DIME Sample ID: 2024-06-11-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2024
The quantity of what the sample constitutes: 5
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0263
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
Material Information
The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: South 5 & south 57 West 22 Connector Ramp
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-06-11-65-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/17/2024
Date Tested: 06/11/2024
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
2
|
|
Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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4050 psi
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Maximum load on cylinder 1
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117490 lb
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Maximum load on cylinder 2
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112010 lb
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Compressive strength of cylinder 1
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4156.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3948.2 psi
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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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no data0 days
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Age of specimen in hours
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2 hours
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Test 2 of 2
DIME Test ID: 2024-06-11-65-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/17/2024
Date Tested: 06/14/2024
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
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5.97 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Compressive strength (to nearest 10 psi)
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6780 psi
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Maximum load on cylinder 1
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188020 lb
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Maximum load on cylinder 2
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192420 lb
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Compressive strength of cylinder 1
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6693.5 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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6874.6 psi
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Type of fracture pattern of cylinder 2
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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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1
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Age of specimen
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3 days
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Age of specimen in hours
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no data
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