Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001789 DEA: 043X5704 EFIS: 0425000286
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116-
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-10-30-35
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: 10/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2025
The quantity of what the sample constitutes: 8CY
A brief description of the sample: Type II Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Canyon ROCK
The concrete mix design number: 72105003R
The truck number from where the sample was collected: 261
The batch plant ticket number from where the sample was collected: 1763682
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: bucket
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-10-30-35-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/07/2025
Date Tested: 11/06/2025
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: These cylinders are marked as 1/6,2/6, and 3/6
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?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
|
4.00 in
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|
Average diameter of cylinder 2
|
4.00 in
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|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
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|
Cross sectional area of cylinder 3
|
12.57 in^2
|
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Compressive strength (to nearest 10 psi)
|
2810 psi
|
|
Maximum load on cylinder 1
|
34630 lb
|
|
Maximum load on cylinder 2
|
34950 lb
|
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Maximum load on cylinder 3
|
36450 lb
|
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Compressive strength of cylinder 1
|
2755.0 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
|
2780.4 psi
|
|
Compressive strength of cylinder 3
|
2899.8 psi
|
|
Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
|
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
|
1
|
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-10-30-35-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/26/2025
Date Tested: 11/25/2025
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: These cylinders are established from 4/6, 5/6, and 6/6 cylinders with a sharpy notes in the cylinder. Testing on day 27 due to holiday conflict.
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
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
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|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5120 psi
|
|
Maximum load on cylinder 1
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61200 lb
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|
Maximum load on cylinder 2
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64835 lb
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Maximum load on cylinder 3
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67055 lb
|
|
Compressive strength of cylinder 1
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4868.7 psi
|
|
Type of fracture pattern of cylinder 1
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5
|
|
Compressive strength of cylinder 2
|
5157.9 psi
|
|
Compressive strength of cylinder 3
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5334.5 psi
|
|
Type of fracture pattern of cylinder 2
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3
|
|
Type of fracture pattern of cylinder 3
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5
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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
|
1
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Age of specimen
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27 days
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Age of specimen in hours
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no data
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