Sample Record for 2022-10-08-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993154 DEA: 120R3404 EFIS: 1218000079
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-12.9/R26.8
Work Description: REPLACE APPROACH SLABS, JOINT SEAL, AND APPLY METHACRYLATE ON BRIDGES.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM MOULTON PARKWAY UNDERCROSSING IN LAGUNA NIGUEL TO BRISTOL STREET UNDERCROSSING IN COSTA MESA
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIR W, IRVINE, CA 92606
Resident Engineer: Nabil J. Ruda Structure Rep.: Ali Jenabzadeh
Sample Information
DIME Sample ID: 2022-10-08-15
TL Number from the TL Form: 265707
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: 10/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2022
The quantity of what the sample constitutes: 6 concrete cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-0390
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shortload Mobile Mixers
Material Information
The concrete mix design number: CTS-72-EHI
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: RTE 73 Approach Slabs Br
Where the material sample would have been placed if not sampled: LOC 10 S73 Bristol St Uc Br
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2022-10-08-15-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/03/2023
Date Tested: 10/15/2022
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: @ 7 Days, Required = 2500 psi; Complies
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
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5.96 in
|
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Average diameter of cylinder 2
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5.96 in
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Cross sectional area of cylinder 1
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27.89 in^2
|
|
Cross sectional area of cylinder 2
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27.89 in^2
|
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Compressive strength (to nearest 10 psi)
|
5860 psi
|
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Maximum load on cylinder 1
|
165300 lb
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Maximum load on cylinder 2
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161460 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
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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
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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7 days
|
|
Age of specimen in hours
|
0 hours
|
Test 2 of 2
DIME Test ID: 2022-10-08-15-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/03/2023
Date Tested: 11/05/2022
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: @ 28 Days, required = 4000 psi; Complies
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.08 in^2
|
|
Cross sectional area of cylinder 2
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28.36 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6080 psi
|
|
Maximum load on cylinder 1
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161740 lb
|
|
Maximum load on cylinder 2
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181760 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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
|
|
Age of specimen
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28 days
|
|
Age of specimen in hours
|
0 hours
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