Sample Record for 2024-06-05-83
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: 2024-06-05-83
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: 06/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2024
The quantity of what the sample constitutes: 9
A brief description of the sample: RSC Flexural Beams
From where was the sample collected: Job Site
Laboratory sample identification: 24-0262
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: G3
Material Information
The concrete mix design number: G3-23-PRS-346
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: Loc 5 NB 405 to SB 55 Connector
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-06-05-83-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 06/17/2024
Date Tested: 06/15/2024
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: does not comply
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
|
10 days
|
|
Modulus of rupture
|
630 psi
|
|
Modulus of rupture 2
|
610 psi
|
|
Modulus of rupture average
|
620 psi
|
|
Modulus of rupture 3
|
610 psi
|
Test 2 of 3
DIME Test ID: 2024-06-05-83-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 06/17/2024
Date Tested: 06/15/2024
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: does not comply
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
|
10 days
|
|
Modulus of rupture
|
580 psi
|
|
Modulus of rupture 2
|
560 psi
|
|
Modulus of rupture average
|
570 psi
|
|
Modulus of rupture 3
|
570 psi
|
Test 3 of 3
DIME Test ID: 2024-06-05-83-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 06/17/2024
Date Tested: 06/15/2024
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: does not comply
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
|
10 days
|
|
Modulus of rupture
|
630 psi
|
|
Modulus of rupture 2
|
620 psi
|
|
Modulus of rupture average
|
610 psi
|
|
Modulus of rupture 3
|
590 psi
|
