Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2025-11-24-10
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: 11/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/24/2025
The quantity of what the sample constitutes: 450 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
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: 18274
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharged 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: 2025-11-24-10-1
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 11/25/2025
Date Tested: 11/24/2025
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:
DIME Test ID: 2025-11-24-10-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/25/2025
Date Tested: 11/24/2025
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:
DIME Test ID: 2025-11-24-10-3
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 11/25/2025
Date Tested: 11/24/2025
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)
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1.5 inch
|
DIME Test ID: 2025-11-24-10-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/05/2026
Date Tested: 01/05/2026
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?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
|
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Average diameter of cylinder 1
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4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
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Average diameter of cylinder 3
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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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12.57 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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6560 psi
|
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Maximum load on cylinder 1
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77360 lb
|
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Maximum load on cylinder 2
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85660 lb
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Maximum load on cylinder 3
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84290 lb
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Compressive strength of cylinder 1
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6154.3 psi
|
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Type of fracture pattern of cylinder 1
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5
|
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Compressive strength of cylinder 2
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6814.6 psi
|
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Compressive strength of cylinder 3
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6705.6 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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2
|
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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
|
1
|
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Correction factor for cylinder 3
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1
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Age of specimen
|
42 days
|
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Age of specimen in hours
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no data
|
DIME Test ID: 2025-11-24-10-5
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
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2
|
|
Unit system used?
|
US Units
|
|
Does the testing machine measure load or stress on the beam specimen?
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Load
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Fracture initiates in the tension surface
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Within the Middle Third of the Span Length
|
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Is a beam dimensional correction factor used?
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Yes
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Modulus of rupture average
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625 psi
|
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Modulus of rupture
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635 psi
|
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Modulus of rupture 2
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615 psi
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Age of specimen
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10 days
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