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Sample Record for 2025-07-21-34

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000416 DEA: 120S1104 EFIS: 1219000091 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-22-R0.9/R9.4
Work Description: REPLACE CONCRETE BARRIER AND MODIFY LIGHTING SYSTEM.
Location Description: ORANGE FROM BOLSA CHICA ROAD OVERCROSSING IN GARDEN GROVE TO LEWIS STREET OVERCROSSING IN ORANGE
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street Suite D204, Costa Mesa, CA 92626
Resident Engineer: Arezo Ghiam Structure Rep.: Maheshwarlal Kapoor

Sample Information

DIME Sample ID: 2025-07-21-34
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: 07/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2025
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: 25-0263
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex / Orange

Material Information

The concrete mix design number: 1610837
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 42777358
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CIDH PILE 122+50 & 118+22
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-07-21-34-1
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 4.02 in
Average diameter of cylinder 2 4.02 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.69 in^2
Cross sectional area of cylinder 2 12.69 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 3990 psi
Maximum load on cylinder 1 52600 lb
Maximum load on cylinder 2 47560 lb
Maximum load on cylinder 3 51100 lb
Compressive strength of cylinder 1 4145.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 3747.8 psi
Compressive strength of cylinder 3 4065.2 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 7 days
Age of specimen in hours no data0 hours

Test 2 of 2

DIME Test ID: 2025-07-21-34-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/02/2025
Date Tested: 09/01/2025
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 4.01 in
Average diameter of cylinder 2 4.02 in
Average diameter of cylinder 3 4.02 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.69 in^2
Cross sectional area of cylinder 3 12.69 in^2
Compressive strength (to nearest 10 psi) 6210 psi
Maximum load on cylinder 1 80050 lb
Maximum load on cylinder 2 77770 lb
Maximum load on cylinder 3 78300 lb
Compressive strength of cylinder 1 6338.1 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 6128.4 psi
Compressive strength of cylinder 3 6170.2 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 42 days
Age of specimen in hours no data0 hours