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Sample Record for 2025-11-25-38

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Project Information

Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.9/10.6
Work Description: SB 101 4D North San Ysidro to Olive Mill
Location Description: In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2025-11-25-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/25/2025
The quantity of what the sample constitutes: 400 CY
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Padaro Concrete Plant

Material Information

The concrete mix design number: 386
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 18318
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.:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2025-11-25-38-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 01/06/2026
Date Tested: 11/25/2025
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 72 F

Test 2 of 5

DIME Test ID: 2025-11-25-38-2
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 01/06/2026
Date Tested: 11/25/2025
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Air content 4.5 %

Test 3 of 5

DIME Test ID: 2025-11-25-38-3
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 01/06/2026
Date Tested: 11/25/2025
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Ball penetration in freshly mixed concrete (average) 1.5 inch

Test 4 of 5

DIME Test ID: 2025-11-25-38-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/06/2026
Date Tested: 01/06/2026
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
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 C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.01 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 12.63 in^2
Compressive strength (to nearest 10 psi) 6850 psi
Maximum load on cylinder 1 87110 lb
Maximum load on cylinder 2 84040 lb
Maximum load on cylinder 3 87540 lb
Compressive strength of cylinder 1 6930.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6685.8 psi
Compressive strength of cylinder 3 6931.1 psi
Type of fracture pattern of cylinder 2 5
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

Test 5 of 5

DIME Test ID: 2025-11-25-38-5
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 01/06/2026
Date Tested: 12/05/2025
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens 2
Unit system used? US Units
Does the testing machine measure load or stress on the beam specimen? Load
Fracture initiates in the tension surface Within the Middle Third of the Span Length
Is a beam dimensional correction factor used? Yes
Modulus of rupture average 605 psi
Modulus of rupture 610 psi
Modulus of rupture 2 595 psi
Age of specimen 9.5 days