Sample Record for 2024-09-20-70
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993635 DEA: 120R7504 EFIS: 1219000030
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-R33.7/R35.4
Work Description: PLACE HMA, JPCP, INSTALL SIGN STRUCTURE, AND ELECTRICAL SYSTEMS.
Location Description: IN THE COUNTY OF ORANGE, IN THE CITIES OF ORANGE AND SANTA ANA, ON SB I-5 BETWEEN THE EB RTE 22/SB I-5 CONN AND NORTH OF STATE COLLEGE BLVD. UC
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Jessica Harvey Structure Rep.: Maheshwarlal Kapoor
Sample Information
DIME Sample ID: 2024-09-20-70
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: 09/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0391
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associated / Fountain Valley
Material Information
The concrete mix design number: 57247WH
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7213104
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: CIDH Pile 1136+70
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-09-20-70-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/15/2024
Date Tested: 10/04/2024
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
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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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4.02 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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12.69 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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5420 psi
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Maximum load on cylinder 1
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69060 lb
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Maximum load on cylinder 2
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71220 lb
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Maximum load on cylinder 3
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65730 lb
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Compressive strength of cylinder 1
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5442.1 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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5612.3 psi
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Compressive strength of cylinder 3
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5204.3 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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14 days
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Age of specimen in hours
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no data0 hours
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Test 2 of 2
DIME Test ID: 2024-09-20-70-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/06/2024
Date Tested: 11/01/2024
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
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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12.69 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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6360 psi
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Maximum load on cylinder 1
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72000 lb
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Maximum load on cylinder 2
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84580 lb
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Maximum load on cylinder 3
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84710 lb
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Compressive strength of cylinder 1
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5700.7 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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6665.1 psi
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Compressive strength of cylinder 3
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6707 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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42 days
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Age of specimen in hours
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no data0 hours
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