Sample Record for 2024-08-25-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000037 DEA: 120U2404 EFIS: 1223000058
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.8/R18.9
Work Description: REPLACE CONCRETE SLABS, EXISTING LOOP DETECTORS AND TRAFFIC STRIPING.
Location Description: ORANGE COUNTY IN ANAHEIM AND YORBA LINDA FROM 0.3 MILE WEST OF LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WES, IRVINE, CA 92606
Resident Engineer: Theodore Pham Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-08-25-24
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: 08/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2024
The quantity of what the sample constitutes: 3
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0379
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete
Material Information
The concrete mix design number: CTS-65-EHI JPCP-RS
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: Rte 91 P.M. R9.8-R18.9 97+00~577+87 Slab Replacement
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2024-08-25-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/05/2024
Date Tested: 09/04/2024
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:
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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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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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5.99 in
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Average diameter of cylinder 2
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5.99 in
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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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28.18 in^2
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Compressive strength (to nearest 10 psi)
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6760 psi
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Maximum load on cylinder 1
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190190 lb
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Maximum load on cylinder 2
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190920 lb
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Compressive strength of cylinder 1
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6749.1 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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6775.0 psi
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Type of fracture pattern of cylinder 2
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3
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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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10 days
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Age of specimen in hours
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no data0 hours
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