Sample Record for 2026-03-27-43
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000483 DEA: 120S1404 EFIS: 1219000098
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-21.5/31.1,32.7
Work Description: INSTALL CONC BARRIER, CURB, HMA PVMT, TRAFFIC STRIPE AND MARKINGS.
Location Description: ORANGE COUNTY IN AND NEAR HUNTINGTON BEACH AND SEAL BEACH FROM SANTA ANA RIVER BRIDGE TO ANDERSON STREET AND AT SEAL BEACH BOULEVARD
Contractor Name: CHUMO CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Imad Karam Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-03-27-43
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: 03/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/30/2026
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: 26-0047
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex / Irvine
Material Information
The concrete mix design number: 1627309
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: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: NOT PROVIDED
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-03-27-43-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/10/2026
Date Tested: 04/03/2026
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
|
|
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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4.00 in
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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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12.57 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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12.5 in^2
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Compressive strength (to nearest 10 psi)
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4920 psi
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Maximum load on cylinder 1
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61830 lb
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Maximum load on cylinder 2
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63490 lb
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Maximum load on cylinder 3
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59730 lb
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Compressive strength of cylinder 1
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4918.9 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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5050.9 psi
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Compressive strength of cylinder 3
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4778.4 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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7 days
|
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Age of specimen in hours
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no data0 hours
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Test
DIME Test ID: 2026-03-27-43-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/10/2026
Date Tested: 04/10/2026
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
|
|
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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4.01 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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12.63 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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6780 psi
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Maximum load on cylinder 1
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84340 lb
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Maximum load on cylinder 2
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84390 lb
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Maximum load on cylinder 3
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87340 lb
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Compressive strength of cylinder 1
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6709.6 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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6681.7 psi
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Compressive strength of cylinder 3
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6948.3 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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14 days
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Age of specimen in hours
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no data0 hours
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