Sample Record for 2023-12-27-20
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993870 DEA: 120R5604 EFIS: 1218000117
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,55,73,91,133,405-var
Work Description: PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS
Contractor Name: SECURITY PAVING COMPANY INC.
Contractor Address: 3075 Towngate Road, St. 200, Westlake Village, CA 91361
Resident Engineer: Roy Rivera Structure Rep.: Vian Ghazi
Sample Information
DIME Sample ID: 2023-12-27-20
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: 12/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/28/2023
The quantity of what the sample constitutes: 3
A brief description of the sample: Concrete beams
From where was the sample collected: Job Site
Laboratory sample identification: 23-0417
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving
Material Information
The concrete mix design number: G3-23-PCC-345-HE
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: sta 28 94 to sta 42 00
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2023-12-27-20-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 01/24/2024
Date Tested: 01/24/2024
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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Number of specimens
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3
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Does the testing machine measure load or stress on the beam specimen?
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Load
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Fracture initiates in the tension surface
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Within the Middle Third of the Span Length
|
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Fracture occurred at a capped section
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No
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Is a beam dimensional correction factor used?
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No
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Age of specimen
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28 days
|
|
Modulus of rupture
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640 psi
|
|
Modulus of rupture 2
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710 psi
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Modulus of rupture average
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650 psi
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Modulus of rupture 3
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590 psi
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Test 2 of 2
DIME Test ID: 2023-12-27-20-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/24/2024
Date Tested: 01/24/2024
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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4.02 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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12.69 in^2
|
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Cross sectional area of cylinder 2
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12.62 in^2
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Cross sectional area of cylinder 3
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12.62 in^2
|
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Compressive strength (to nearest 10 psi)
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5290 psi
|
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Maximum load on cylinder 1
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67920 lb
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Maximum load on cylinder 2
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67420 lb
|
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Maximum load on cylinder 3
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65280 lb
|
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Type of fracture pattern of cylinder 1
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1
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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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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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