Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214698 DEA: 120N8904 EFIS: 1214000130
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-133-8.3/M9.3
Work Description: CONSTRUCT AUXILIARY LANE.
Location Description: ORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3200 Park Center Drive, Suite #200, Costa Mesa, CA 92626
Resident Engineer: Arezo Ghiam Structure Rep.: Melissa Quintana
DIME Sample ID: 2024-04-29-59
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: 04/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2024
The quantity of what the sample constitutes: 9
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0149
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Securitypaving
The concrete mix design number: S63C453T14
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 003761
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: Structural
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-04-29-59-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/15/2024
Date Tested: 05/06/2024
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:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.02 in
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|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3970 psi
|
|
Maximum load on cylinder 1
|
49730 lb
|
|
Maximum load on cylinder 2
|
50370 lb
|
|
Maximum load on cylinder 3
|
50860 lb
|
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Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2024-04-29-59-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/15/2024
Date Tested: 05/13/2024
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4730 psi
|
|
Maximum load on cylinder 1
|
63780 lb
|
|
Maximum load on cylinder 2
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61560 lb
|
|
Maximum load on cylinder 3
|
54770 lb
|
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Type of fracture pattern of cylinder 1
|
3
|
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Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
0 hours
|
