Sample Record for 2023-10-06-51
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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: 2023-10-06-51
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: 10/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: PCC Rapid set beams
From where was the sample collected: Job Site
Laboratory sample identification: 23-0298
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving - Volumetric
Material Information
The concrete mix design number: G3-21-CTS-220
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: Location 12 at SB73 Connector to SB55
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2023-10-06-51-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 11/01/2023
Date Tested: 10/09/2023
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:
Number of specimens
|
3
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
3 days
|
Modulus of rupture
|
670 psi
|
Modulus of rupture 2
|
680 psi
|
Modulus of rupture average
|
690 psi
|
Modulus of rupture 3
|
710 psi
|
Test 2 of 2
DIME Test ID: 2023-10-06-51-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 11/01/2023
Date Tested: 10/09/2023
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:
Number of specimens
|
3
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
3 days
|
Modulus of rupture
|
600 psi
|
Modulus of rupture 2
|
650 psi
|
Modulus of rupture average
|
630 psi
|
Modulus of rupture 3
|
650 psi
|