Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214345 DEA: 120P94U4 EFIS: 1217000076
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-133-3.2/R4.1
Work Description: ROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK.
Location Description: ORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION
Contractor Name: Granite Construction
Contractor Address: Unknown
Resident Engineer: Franklin Luna Structure Rep.: Chungkeun (Chung) Lee
DIME Sample ID: 2025-07-23-51
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: 07/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2025
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: 25-0267
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex / Irvine
The concrete mix design number: 1634523
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:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-07-23-51-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/30/2025
Date Tested: 07/28/2025
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:
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
|
4.01 in
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|
Average diameter of cylinder 2
|
4.00 in
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|
Average diameter of cylinder 3
|
4.01 in
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|
Cross sectional area of cylinder 1
|
12.63 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
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3250 psi
|
|
Maximum load on cylinder 1
|
40260 lb
|
|
Maximum load on cylinder 2
|
42540 lb
|
|
Maximum load on cylinder 3
|
40250 lb
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Compressive strength of cylinder 1
|
3187.6 psi
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|
Type of fracture pattern of cylinder 1
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5
|
|
Compressive strength of cylinder 2
|
3384.2 psi
|
|
Compressive strength of cylinder 3
|
3186.9 psi
|
|
Type of fracture pattern of cylinder 2
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5
|
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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
|
5 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-07-23-51-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/31/2025
Date Tested: 07/30/2025
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:
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 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
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3480 psi
|
|
Maximum load on cylinder 1
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44960 lb
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Maximum load on cylinder 2
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45630 lb
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Maximum load on cylinder 3
|
41180 lb
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Compressive strength of cylinder 1
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3559.8 psi
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Compressive strength of cylinder 2
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3630.1 psi
|
|
Compressive strength of cylinder 3
|
3260.5 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
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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: 2025-07-23-51-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/06/2025
Date Tested: 08/06/2025
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:
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4200 psi
|
|
Maximum load on cylinder 1
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57190 lb
|
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Maximum load on cylinder 2
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45970 lb
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Maximum load on cylinder 3
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56100 lb
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Compressive strength of cylinder 1
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4528.1 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
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3622.5 psi
|
|
Compressive strength of cylinder 3
|
4441.8 psi
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
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42 days
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|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-07-23-51-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/20/2025
Date Tested: 08/20/2025
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
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4980 psi
|
|
Maximum load on cylinder 1
|
62220 lb
|
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Maximum load on cylinder 2
|
62020 lb
|
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Maximum load on cylinder 3
|
63660 lb
|
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Compressive strength of cylinder 1
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4949.9 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
4934.0 psi
|
|
Compressive strength of cylinder 3
|
5064.4 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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
