Sample Record for 2024-10-14-60
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214487 DEA: 120Q9304 EFIS: 1217000128
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,133,241-122,241-var
Work Description: 12-0Q930, SHOPP RESERVATION BRIDGE PROJECT - BRIDGE UPGRADE, WINGWALL, SUBSTRUCTURE, DECK, SPALL, JOINT SEAL, CONC.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS
Contractor Name: PETERSON CHASE GENERAL ENGINEERING CONSTRUCTION INC
Contractor Address: 1792 KAISER AVENUE, IRVINE CA 92614
Resident Engineer: Mario Leon Structure Rep.: Josefino Valencia
Sample Information
DIME Sample ID: 2024-10-14-60
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: 10/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2024
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: 24-0433
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associate Ready Mix - LF
Material Information
The concrete mix design number: 556300
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 7301409
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: El Toro Overhead
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-10-14-60-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/22/2024
Date Tested: 10/22/2024
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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4.01 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 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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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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3220 psi
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Maximum load on cylinder 1
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36490 lb
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Maximum load on cylinder 2
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40990 lb
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Maximum load on cylinder 3
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43940 lb
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Compressive strength of cylinder 1
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2889.2 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3260.9 psi
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Compressive strength of cylinder 3
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3495.6 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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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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8 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: 2024-10-14-60-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/12/2024
Date Tested: 11/11/2024
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:
|
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
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3.99 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.5 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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4020 psi
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Maximum load on cylinder 1
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52900 lb
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Maximum load on cylinder 2
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46970 lb
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Maximum load on cylinder 3
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51550 lb
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Compressive strength of cylinder 1
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4232.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3736.7 psi
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Compressive strength of cylinder 3
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4101 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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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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