Sample Record for 2026-04-15-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001941 DEA: 040V5104 EFIS: 0426000263 COOP: NONE
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON--unknown
Work Description:
Location Description:
Contractor Name: Pacific Coast Drilling Co., Inc.
Contractor Address: 364 Bellevue Ave., Santa Rosa 95407
Resident Engineer: Leonard Brajnikoff Structure Rep.: nick Abuhamdieh
Sample Information
DIME Sample ID: 2026-04-15-24
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Santa Rosa
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2026
The quantity of what the sample constitutes: 3.5
A brief description of the sample: Concrete Lagging
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ecoterra Ready Mix
Material Information
The concrete mix design number: 6SK4K1X425F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 957
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: collected from Ready Mix truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-04-15-24-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut Avenue, Suite 150,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: 9166394315
This test has been superseded on 05/13/2026. The corrected test ID is: 2026-04-15-24-3
Reason: retested
Test
DIME Test ID: 2026-04-15-24-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/22/2026
Date Tested: 04/22/2026
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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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
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Average diameter of cylinder 2
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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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3320 psi
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Maximum load on cylinder 1
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42585 lb
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Maximum load on cylinder 2
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42285 lb
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Maximum load on cylinder 3
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40220 lb
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Compressive strength of cylinder 1
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3387.8 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3364.0 psi
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Compressive strength of cylinder 3
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3199.7 psi
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Type of fracture pattern of cylinder 2
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6
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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
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data
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Test
DIME Test ID: 2026-04-15-24-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/13/2026
Date Tested: 05/13/2026
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
The test was superseded from test ID: 2026-04-15-24-1
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
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Average diameter of cylinder 3
|
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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5000 psi
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Maximum load on cylinder 1
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60725 lb
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Maximum load on cylinder 2
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61675 lb
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Maximum load on cylinder 3
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66315 lb
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Compressive strength of cylinder 1
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4830.9 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4906.5 psi
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Compressive strength of cylinder 3
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5275.7 psi
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Type of fracture pattern of cylinder 2
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2
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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
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data
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