Sample Record for 2024-05-10-56
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995182 DEA: 120S1504 EFIS: 1219000099
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-241-33.6/38.7
Work Description: RESTORE AND UPGRADE JUMP-OUT-RAMPS, AND UPGRADE GUARD RAIL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM AT VARIOUS LOCATIONS FROM 1.2 MILE NORTH OF SANTIAGO CANYON ROAD TO 0.3 MILE SOUTH OF N241-E91 CONNECTOR OVERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Jose Berrios Structure Rep.: Maheshwarlal Kapoor
Sample Information
DIME Sample ID: 2024-05-10-56
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: 05/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2024
The quantity of what the sample constitutes: 3
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0212
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: 1614705
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31194322
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 241 FM 91 to SANTIAGO Cny
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2024-05-10-56-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/11/2024
Date Tested: 06/07/2024
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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3
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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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4.01 in
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Average diameter of cylinder 2
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4.01 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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6820 psi
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Maximum load on cylinder 1
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88300 lb
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Maximum load on cylinder 2
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86500 lb
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Maximum load on cylinder 3
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83580 lb
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Compressive strength of cylinder 1
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6991.3 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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6848.8 psi
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Compressive strength of cylinder 3
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6617.6 psi
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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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 data0 hours
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