Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000213 DEA: 120S1904 EFIS: 1219000104
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-22-R11.6/R12.5
Work Description: AUXILIARY LANE EXTENSION.
Location Description: ORANGE COUNTY IN SANTA ANA AND ORANGE FROM 0.1 MILE WEST OF SANTIAGO CREEK TO 0.2 MILE EAST OF CAMBRIDGE STREET OVERCROSSING
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 CUSHING SUITE 200, IRVINE CA 92618
Resident Engineer: Jessica Harvey Structure Rep.: Bijan Ronagh-langroodi
DIME Sample ID: 2025-01-17-37
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: 01/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/19/2025
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: 25-0013
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX - ORANGE
The concrete mix design number: 1610838
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: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: RW 595 7+68~8+64
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-01-17-37-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/10/2025
Date Tested: 02/14/2025
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:
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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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4.00 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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12.57 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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3970 psi
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Maximum load on cylinder 1
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24260 lb
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Maximum load on cylinder 2
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49140 lb
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Maximum load on cylinder 3
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76280 lb
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Compressive strength of cylinder 1
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1930.0 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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3909.3 psi
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Compressive strength of cylinder 3
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6068.4 psi
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Type of fracture pattern of cylinder 2
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1
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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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28 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2025-01-17-37-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/10/2025
Date Tested: 02/28/2025
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
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3.99 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
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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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12.5 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)
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5150 psi
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Maximum load on cylinder 1
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61000 lb
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Maximum load on cylinder 2
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64840 lb
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Maximum load on cylinder 3
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67840 lb
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Compressive strength of cylinder 1
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4880.0 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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5187.2 psi
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Compressive strength of cylinder 3
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5397 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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