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Sample Record for 2025-09-10-55

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

Project Information

Project ID: 1001035 DEA: 120U9104 EFIS: 1224000049 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-23.5/23.8
Work Description: CONSTRUCT CONCRETE BARRIER AND INSTALL DRAINAGE SYSTEM.
Location Description: ORANGE COUNTY IN IRVINE FROM BISON AVENUE OVERCROSSING TO MACARTHUR BOULEVARD OVERCROSSING
Contractor Name: CHUMO CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Arash Eskandari Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-10-55
TL Number from the TL Form:
Sample Submitted By Organization: Thompson Pipe Group - Los Angeles
Sample Organization Contact: (909) 201-5127
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2025
The quantity of what the sample constitutes: (3) 4X8 Cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Thompson pipe group

Material Information

The concrete mix design number: ct6002ph
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 13694
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:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-09-10-55-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Verified Date: 09/17/2025
Date Tested: 09/11/2025
Submitted By Organization: Thompson Pipe Group - Los Angeles
Organization Address: 3011 N. Laurel Ave,
Organization City: Rialto
Organization State: CA
Organization Zipcode: 92377
Organization Email: e.mcdonald@thompsonpipegroup.com
Organization Phone: (951) 446-9274
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
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 4370 psi
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.01 in
Maximum load on cylinder 1 47300 lb
Maximum load on cylinder 2 54880 lb
Maximum load on cylinder 3 63210 lb
Type of fracture pattern of cylinder 1 3
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 3 days

Test 2 of 2

DIME Test ID: 2025-09-10-55-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Verified Date: 09/26/2025
Date Tested: 09/17/2025
Submitted By Organization: Thompson Pipe Group - Los Angeles
Organization Address: 3011 N. Laurel Ave,
Organization City: Rialto
Organization State: CA
Organization Zipcode: 92377
Organization Email: e.mcdonald@thompsonpipegroup.com
Organization Phone: (951) 446-9274
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
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Compressive strength (to nearest 10 psi) 6430 psi
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.01 in
Average diameter of cylinder 3 4.01 in
Maximum load on cylinder 1 81950 lb
Maximum load on cylinder 2 79300 lb
Maximum load on cylinder 3 82350 lb
Type of fracture pattern of cylinder 1 3
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