Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000244 DEA: 120T9704 EFIS: 1223000009 MINOR: 12A2155
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-74,74-0.1, 2.3
Work Description: INSTALL CCTVs, CAMERAS, AND RADIOS
Location Description:
Contractor Name: PK Construction
Contractor Address: 1227 Jacaranda Place, Upland, CA 91784
Resident Engineer: Bibars Kattao Structure Rep.: Vian Ghazi
DIME Sample ID: 2025-05-15-52
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: 05/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/01/2025
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: 25-0161
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex / Irvine
The concrete mix design number: 1610898
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Dischard fron concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: For WET & DRY condition CIDH foundation
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-05-15-52-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/22/2025
Date Tested: 05/22/2025
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
|
3.99 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
3.99 in
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|
Cross sectional area of cylinder 1
|
12.5 in^2
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Cross sectional area of cylinder 2
|
12.57 in^2
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Cross sectional area of cylinder 3
|
12.5 in^2
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|
Compressive strength (to nearest 10 psi)
|
4420 psi
|
|
Maximum load on cylinder 1
|
65090 lb
|
|
Maximum load on cylinder 2
|
58110 lb
|
|
Maximum load on cylinder 3
|
42880 lb
|
|
Compressive strength of cylinder 1
|
5207.2 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
4622.9 psi
|
|
Compressive strength of cylinder 3
|
3430.4 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
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Type of fracture pattern of cylinder 3
|
5
|
|
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
|
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-05-15-52-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/29/2025
Date Tested: 05/29/2025
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
3.99 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
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Cross sectional area of cylinder 2
|
12.5 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6060 psi
|
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Maximum load on cylinder 1
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80880 lb
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Maximum load on cylinder 2
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69110 lb
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Maximum load on cylinder 3
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77810 lb
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Compressive strength of cylinder 1
|
6434.4 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5528.8 psi
|
|
Compressive strength of cylinder 3
|
6224.8 psi
|
|
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
|
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Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
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Age of specimen
|
14 days
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-05-15-52-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/12/2025
Date Tested: 06/12/2025
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
|
3.98 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.44 in^2
|
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Cross sectional area of cylinder 2
|
12.5 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
7100 psi
|
|
Maximum load on cylinder 1
|
88420 lb
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Maximum load on cylinder 2
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87910 lb
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Maximum load on cylinder 3
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90120 lb
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Compressive strength of cylinder 1
|
7107.7 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
7032.8 psi
|
|
Compressive strength of cylinder 3
|
7169.5 psi
|
|
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
|
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Correction factor for cylinder 3
|
1
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Age of specimen
|
28 days
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Age of specimen in hours
|
no data0 hours
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