Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994121 DEA: 120P68U4 EFIS: 1218000105
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-13.0/33.7
Work Description: COLD PLANE, PLACE RHMA AND MODIFY CURB RAMPS AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM CRYSTAL HEIGHTS DRIVE TO LOS ANGELES/ORANGE COUNTY LINE
Contractor Name: CHUMO CONSTRUCTION INC.
Contractor Address: 4949 2nd St., Fallbrook, CA 92028
Resident Engineer: Christopher Blanco Structure Rep.: Vian Ghazi
DIME Sample ID: 2025-04-29-66
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: 04/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2025
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: 25-0143
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex / Irvine
The concrete mix design number: 1614705
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 42745410
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: PCH Curb Returns
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-04-29-66-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/12/2025
Date Tested: 05/06/2025
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
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|
Number of specimens
|
3
|
|
Test performed
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With no density determined
|
|
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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4.00 in
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Average diameter of cylinder 2
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3.99 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.5 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)
|
4060 psi
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Maximum load on cylinder 1
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51960 lb
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Maximum load on cylinder 2
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48920 lb
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Maximum load on cylinder 3
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51760 lb
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Compressive strength of cylinder 1
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4133.7 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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3913.6 psi
|
|
Compressive strength of cylinder 3
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4117.7 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
|
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
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-04-29-66-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/14/2025
Date Tested: 05/13/2025
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
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4.00 in
|
|
Average diameter of cylinder 3
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3.99 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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12.5 in^2
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Compressive strength (to nearest 10 psi)
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5350 psi
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Maximum load on cylinder 1
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66500 lb
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Maximum load on cylinder 2
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65550 lb
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Maximum load on cylinder 3
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68810 lb
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Compressive strength of cylinder 1
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5320.0 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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5214.8 psi
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|
Compressive strength of cylinder 3
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5504.8 psi
|
|
Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
|
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
|
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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DIME Test ID: 2025-04-29-66-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/27/2025
Date Tested: 05/27/2025
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
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4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
|
12.57 in^2
|
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Cross sectional area of cylinder 2
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12.57 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
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6300 psi
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Maximum load on cylinder 1
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83340 lb
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Maximum load on cylinder 2
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77030 lb
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Maximum load on cylinder 3
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77380 lb
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Compressive strength of cylinder 1
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6630.1 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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6128.1 psi
|
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Compressive strength of cylinder 3
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6155.9 psi
|
|
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
|
1
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Correction factor for cylinder 3
|
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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